WQ0006906_Regional Office Historical File Pre 2018 (6)

V//
State of North Carolina -
of Environment, Health and Natural Resources
Department
Division of Environmental Management
i 512 North Salisbury. Street • Raleigh, North Carolina 27611
►• G DEPg; 0p NAB, Preston Howard, Jr., P.E.
Governor RCsoURCEs AND Acting Director
James G. Martin, C'Mu"r-r:, 1,,
William W. Cobey, Jr., Secretary November 13,`1992 Et0PJtENr
1992.
Mr. Robert W. Duncan, Public Works Director
Town of Taylorsville
204 Main Avenue Drive SE
Taylorsville, NC 28681
DIVISION OF ENV1g01jNENTAL IfANAGEMEN�
MOORESVILLE REGIONAL OFFICE
Subject: To wn of Tayo. lo906
Land Application of Residuals
Alexander County
Dear Mr. Duncan: herewith Permit
our a August 24, 1992, we are forwarding
In accordance with y application received for the
6906 dated November 13, 1992, to the Town of Taylorsville�,ddoes, not include the Steve D.
eration of a land
No. WQ�O Please note that co impermeable
application of wastewater residuals program• roved because of gravelly loam and imp
Mitchell site. The Steve D. Mitchell site is not being tPi adjacent water supply wells. Please note that
red clay suc.ondil sots for residuas and the ls stabilization arotential for e included o this Pit.
ac
monitoring condition
permit shall be effective from the date of issuance until October ar attention to the
lmonitoring
be subject
This
to the conditions and limitations as specified therein. Plstablish an ease
pay
em for collecting and maintaining the
requirementsartnothspermit.tioni111 resultin future compliance problems.
required open i permit ou have
any parts, requirements, or limi n' g u son �tt ei��s ithin 30 days following rece you
of this
the right to request an adjudicatory hearing up s P.O.Drawer 27447,
This request must be in the forth
rm of a written petition, earing , P.O.apter 1 raw50B of No
permit. q
Carolina General Statutes, and filed with the Office of
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
g
Regional Offices
g
Ralei h Washington 919/395-3900 Wilmington 919/896 7007
Asheville Fayetteville Mooresville
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you need additional information concerning this matter, please contact Mr. John Seymour at 919/.
733-5083.
cc: Alexander County Health Department
Bio Gro Systems, Inc.
ooresville Region ,Office, Water Quality Sectio`n7
Mooresville Regional Office, Groundwater Section
Jack Floyd, Groundwater Section Central Office
Training and Certification
Facilities Assessment Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND..NATURAL WOURCES
RALEIGH
RESIDUALS LAND APPLICATION PERMIT
CoAr��L 2e -4 r
al
1 , 199
2
�OOOfSVIuE �fG/OT9[ ,iq�r�Fy
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Taylorsville
Alexander County
FOR THE
operation of a wastewater treatment plant residuals land application program consisting of the application
of approximately 84 dry tons per year of wastewater residuals from the Town of Taylorsville wastewater
treatment facility to approximately 117.2 acres of land in Alexander County with no discharge of wastes to
the surface waters, pursuant to the application received August 24, 1992 and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved_ by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until October 31, 1997, and shall be subject
to the following specified conditions and limitations:
1. The Mooresville Regional Office, telephone number 704/663-1699, and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the residuals so that an inspection can be
made of the application sites and application method. Such notification to the regional
supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on
Monday through Friday, excluding State Holidays. Also the Alexander County Manager's
office must be notified prior to the initial application so that they will be aware that the
operation has commenced.
2. This permit shall become voidable if the soils fail to adequately absorb the wastes and may
be rescinded unless the sites are maintained and operated in a manner which will protect the
assigned water quality standards of the surface waters and ground waters.
3. The land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
1

5. In the event that the land application program is, not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall cease applying sludge to the sites and
take any immediate corrective actions, including .the construction of additional or
replacement wastewater treatment or disposal facilities.
6. No crops for direct human consumption shallbe raised on these sites for a period of 18
months following residuals application..
7. Maximum slope for sludge application shall be 10% for surface application and 18% for
subsurface applications.
8. The following buffer zones shall be maintained:
a) 400 feet from residences or places of public assembly under separate ownership for
surface application method; however, the buffer zone requirement may be reduced
to a minimum of 100 feet upon written consent of the owner and the appropriate
DEM regional office,
b) 200 feet from residences or places of public assembly under separate ownership for
injection method; however, the buffer zone requirement may be reduced to a
minimum of 100 feet upon written consent of the owner and the appropriate DEM
regional office,
c) 100 feet from "SA and SB" classified waters and public surface water supplies for
both methods,
d) 50 feet from "WS" classified waters and other streams, creeks, lakes, rivers, and
surface water drainage ways for injection method,
e) 100 feet from "WS" classified waters and other streams, creeks, lakes, rivers and
surface water drainage ways for surface application method,
f) 100 feet from property lines for both methods; however, this requirement may be
reduced to 50 feet upon written concurrence from the adjoining property, owner and
the appropriate DEM regional office,
g) 50 feet from public right of ways for surface application methods,
h) 25 feet from public right of ways for subsurface disposal methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both
methods,
j) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both methods.
9. A copy of this permit shall be kept at the land application site when residuals are being
applied during the life of this permit. A spill prevention and control plan shall be kept in all
sludge transport and application vehicles.
10. All residuals included in this permit must be stabilized by a process to significantly reduce
pathogens (as described in 40 CFR Part 257, Appendix II) prior to application or
incorporation. An evaluation of all sludges as specified in condition H 4 must be conducted
as to their ability to demonstrate compliance with this requirement. Upon request, a copy
of this report must be submitted to the Assistant Chief for Operations, Division of
Environmental Management, Water Quality Section, Operations Branch, PO Box 29535,
Raleigh, NC 27626-0535.
11. Specific sludge application area boundaries shall be clearly marked on each site prior to and
during residuals application.
12. No residuals at any time shall be stored at any application site.
OA

RIEFTY.M.1► ;31 u: 11'al 51134wrola X1111 lau I MCI
1. The facilities and disposal sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover as listed in condition II 3, shall be maintained in accordance
with the crop management plan approved by this Division.
3. The application rates shall not exceed the following for the specified crops:
Crgp PAN fibs/acre/year
Corn 220
Fescue 250
Soybeans 150
Wheat 100
Barley 100
Clover 250
Alfalfa 250
4. No sludges other than the following are hereby approved for land application in accordance
with this permit:
Permit Estimated
Source County Number Volume (dry tons/year)
Town of Taylorsville Alexander NCO026271 84
5. The lifetime heavy metal loadings shall not exceed the following for the corresponding
Cation Exchange Capacities (CEC):
Lifetime Loadings
Obs/acre)
P
CEC < 5,
CEC 5 - 15
Lead
500
1000
Zinc
250
500
Copper
125
250
Nickel
125
250
Cadmium.
.4.5
9
6. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class 11, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
7. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored residual material into any surface waters.
8. Animals shall not be grazed on residuals applied land within a 30-day period following the
residuals application. Application sites that are to be used for grazing shall have fencing
that will be used to prevent access after each application.
3

9. Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop, established.
10. For areas that are prone to flooding or within the 100=year flood elevation, residuals may
be applied only during periods of dry weather. The residuals must be incorporated into the
soil within twenty-four (24) hours of application.
11. Appropriate measures must be taken to control public access to the land application sites
during active site use and for the 12-month period following the last residuals application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.
12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the residuals application area onto the adjacent property or into
the surface waters.
13. Residuals shall not be applied in inclement weather or until 24 hours following a rainfall
event of 1/2-inch or greater in 24 hours. Any emergency residual disposal measures must
first be approved by the Division of Environmental Management.
14. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge application.
Residuals may be applied to sites with a pH of less than 6.5 provided a sufficient amount
of lime is also applied to achieve a final pH of the lime, sludge and soil mixture of at least
6.5.
IN 1 '1' ► ' 1 _l_
1. Any monitoring (including groundwater, surface water, sludge, soil, or plant tissue
analyses) deemed necessary by the Division of Environmental Management to insure
protection of the environment will be established and an acceptable 'sampling and reporting
schedule shall be followed. If monitoring data indicates minimal or no concern to the
Division, reduction of monitoring requirements may be pursued after two annual reporting
periods.
2. Proper records shall be maintained by the Permittee tracking all. disposal activities. These
records shall include, but are not necessarily limited to the following information:
a) source of residuals
b) date of residuals application
c) location of residuals application (site, field, or zone #)
d) method of application
e) weather conditions
f) soil conditions
g) type of crop or crop to be grown on field
h) volume of residuals applied in gallons/acre and dry tons/acre
i) annual and cumulative totals of dry tons/acre of residuals, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to lead,
nickel, cadmium, copper and zinc), annual pounds/acre of plant available nitrogen
(PAN), and annual pounds/acre of phosphorus applied to each field.
4

3 . A representative soils analysis (Standard Soil Fertility Analysis) shall be conducted of each
site receiving residuals prior to permit renewal and the results submitted with the
application for permit renewal. The Standard Soil Fertility Analysis shall include, but is
not necessarily limited to, the following parameters:
% Base Saturation
Magnesium
Phosphorus
Potassium
Lead
Zinc
pH
Manganese
Cation Exchange Capacity
Sodium
Nickel
Cadmium
Copper
Calcium
4. A. residuals analysis shall be conducted by the Permittee prior to permit renewal and the
results submitted by the Permittee prior to permit renewal. The sludge analysis shall include
but is not necessarily limited to the following parameters:
total solids
Magnesium
Chlorides
Sulfate
Phosphorus
Potassium
Lead
Zinc
Copper
Nickel
Cadmium
Chromium
Sodium
Calcium
Total Nitrogen
Ammonia Nitrogen
Nitrate,/Nitrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
If required a TCLP analysis shall include the following parameters:
Arsenic
Barium
Benzene
Cadmium
Carbon tetrachloride
Chlordane
Chlorobenzene
Chloroform
Chromium
o-Cresol
m-Cresol
p-Cresol
Cresol
2,4-D
1,4-Dichlorobenzene
1,2-Dichloroethane
1,1-Dichloroethylene
2,4-Dinitrotoluene
Endrin
Heptachlor (and its hydroxide)
Hexachlorobenzene
Hexachloro-1,3-butadiene
Hexachloroethane
Lead
Lindane
Mercury
Methoxychlor
Methyl ethyl ketone
Nitrobenzene
Pentachlorophenol
Pyridine
Selenium
Silver
Tetrachloroethylene
Toxaphene
Trichloroethylene
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
2,4,5-TP (Silvex)
Vinyl chloride
5. All residuals included in this permit must be monitored for compliance with condition 110
of this permit. Data to verify stabilization by a process to significantly reduce pathogens
(as described in 40 CFR Part 257, Appendix II) must be maintained by the Permittee. The
required data is specific to the stabilization process utilized, but should be sufficient to
clearly demonstrate compliance with 40 CFR Part 257.- .
5

6. The Town of Taylorsville's initial verification of residuals stabilization was by using
Pathogenic Indicator Organisms Analysis and Specific Oxygen Uptake Rate (SOUR) tests,
in accordance with EPA guidelines. The Town of Taylorsville shall make monthly tests that
include Pathogenic Indicator Organisms Analysis and Specific Oxygen Uptake Rate
(SOUR) tests, as required by EPA methods, to ensure the residual stabilization process is
within EPA limits. This information shall be submitted within 90 days of issuance of this
permit.
7. The residuals stabilization process shall be evaluated'every six months using test data to
verify stabilization by a process to significantly reduce pathogens (as described in 40 CFR
Part 257, Appendix II) is being. maintained by the Permittee. These evaluations shall be
submitted annually as shown below.
8. Three copies of all monitoring and reporting requirements as specified in conditions III 1,
III 2, III 3, III 4, 1115 and III 7 shall be submitted annually on or before March 1 of the
following year to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
7. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone
number 704/663-1699, as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any occurrence with the land application program which results in the land
application of significant amounts of wastes which are abnormal in quantity or
characteristic.
b. Any failure of the land application program resulting in a release of residuals
material to receiving waters.
c. Any time that self -monitoring information indicates that the facility has gone out of
compliance with the conditions and limitations of this permit or the parameters on
which the system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate sludge treatment.
e. Any spillage or discharge from a vehicle or piping system transporting sludge to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to be taken to ensure that the problem does not recur.
N

1 Me ► 1'2o C 1 I: ►� ►
1. The Compliance Boundary for the disposal system -is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. An exceedance of Groundwater
Quality Standards beyond the Compliance Boundary is subject to penalty provisions
applicable under General Statute 143-215.6(1)a. The sale of property, by the Permittee,
which is within or contiguous to the disposal system site may alter location of the
Compliance Boundary.
For facilities permitted on or after December 30, 1983, the Compliance Boundary is
established at the lesser of 250 feet from the spray field, or 50 feet within the property
boundary.
If the title to any property which may affect the location of the Compliance Boundary is
changed, the Permittee shall notify the DEM Director within 14 days. The Director shall
then establish a modified Compliance Boundary which will be done as a modification to the
Permit.
The REVIEW BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. A REVIEW BOUNDARY is
established around disposal_ systems midway between the Compliance Boundary and the
perimeter of the waste disposal area. When the concentration of any substance equals or
exceeds the maximum allowable concentration of -that substance at the REVIEW
BOUNDARY, as determined by monitoring, the permittee shall either (i) demonstrate,
through predictive calculations or modeling, that natural site conditions, facility design and
operational controls will prevent a violation of standards at the Compliance Boundary; or,
(ii) submit a plan for the alteration of existing site conditions, facility design or operational
controls that will prevent a violation of standards at the Compliance Boundary, and
implement that plan upon its approval by the Director.
2. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V . INSPECTIONS
1. The Permittee or his designee shall inspect the residual storage, transport, and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall keep an inspection log or summary including at least the date
and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of three years from the date of the inspection and shall be made available upon
request by the Division of Environmental Management or other permitting authority.
2. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and facility at any reasonable time for the
purpose of determining compliance with this permit; may inspect or copy any records that
must be kept under the terms and conditions of this permit; or may obtain samples. of
groundwater, surface water, or leachate.
7

VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the land application activities are carried out in
accordance with the conditions of this permit and in the manner approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to change
ownership or a name change of the Permittee, a formal permit request must be submitted to
the Division of Environmental Management accompanied by an application fee,.
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may.
not be approved.
4. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect.
5. The following are approved sites for residuals application (see attached map(s)):
Site No
Owner/Ussee
Application Areal (acres)
AL 2-1
Herman Dairy
Farm, Inc.
35.7
AL 2-2
Herman Dairy
Farm, Inc.
34.4
AL 2-3
Herman Dairy
Farm, Inc.
7.0
AL 2-4
Herman Dairy
Farm, Inc.
29.1
AL 3-1 Bill Pope
11.0
Total 117.2
1 - Application Area excludes buffer areas.
The Steve D. Mitchell site, AL 1, is not being approved because of gravelly loam and
impermeable red clay surficial soils and the potential for impacting adjacent water supply
wells.
Field AL 2-2 has slopes along the south edge that may reduce usable area if the residuals
are surface applied.
Field AL 2-4 shall maintain all required buffers Including the buffer for a stream that bisects
the field which was not originally included with the submitted buffers. This will reduce the
usable area.
Field AL 3-1 has slopes that may reduce useable area if the residuals are surface applied.
All required buffers shall maintained for this field including the buffer for a well on the
south side that was not originally included with the submitted buffers.
6. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental- Management in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
7. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15A NCAC 2H .0205
(c)(4)•
8

8. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
9. A set of approved documents for the subject project must be retained by the applicant for
the life of the permit.
10. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
11. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Environmental Management deems
necessary in order to adequately protect the environment and public health.
Permit issued this the 13th day of November, 1992
NO CAROLINA E ONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., E. ti�i' 'g Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0006906

Specializin"g in Land Application • Sludge Disposal
VICINITY MAP
R
N
Bio Gro Systems Incorporated
PO Box 209 Annapolis, Maryland 21404 • Telephone [phone]

psv_ NH93
Specializing in Land Application • Sludge Disposal
VICINITY MAP
N
io Gro Systems Incorporated
O Box 209 Annapolis, Maryland 21404 • Telephone [phone].

bT. C. UEPT. (DID NAZ URM
dyaS�NFo
X
3trsourtcES AND
pAIHIPNUNITY IFEVEb®?1dIENT
`Alp T 2 3 1992
►' n7 10� OF EtLU9itiliiE8iA1 �lA9A6€31fl� State of North Carolina
\ti ffD1PfiMnt of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27626
James G. Martin, Governor A. Preston Howard, P.E.
William W. Cobey, Jr., Secretary Acting Director
Ms. Dee B. Simmons
BIO GRO Systems, Inc.
12701 Lancaster Highway
Pineville, North Carolina 28134
Dear Ms. Simmons:
October 21, 1992
Subject: WQ0006906
Additional Information
Town of Taylorsville
Land Application of Sludge
Alexander County
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application. This additional information request is a follow-up of the additional information
previously provided concerning the Town of Taylorsville sludge being stabilized to meet EPA
standards..
The following items must be addressed before we can complete our review:
1. The use of pathogenic indicator organisms analysis and specific oxygen uptake
rate (SOUR) test to demonstrate PSRP is considered an acceptable method if
the specific EPA method referenced is followed. The information submitted is
not complete enough to make this determination. The SOUR test results
originally submitted, dated 6/26/92 do not show the units for the test result
numbers and appear the result of a ten minute test. Where the EPA calls for
oxygen intake of less than lmg/oxygen/hour/g TSS. The analysis numbers are
not clearly labeled. If the numbers are the SOUR test variance then they are
greater than 1, if they are the constants then the SOUR is less than 1. The
indicator organisms log numbers appear to show acceptable levels with just the
9 samples (EPA minimum) being submitted. However once a description of
the specific plant process was submitted, showing that no sludge had been
disposed of since 1988, concerns appeared asking - will new sludge be
stabilized once the very old sludge was gone? (.The PSRP process submitted is
'No Primary/Long Sludge Age'.) Please address how this PSRP method for
NP/LSA sludge can be applied to the newer sludges the Town of Taylorsville
WWTP will produce. Please provide a complete SOUR test as required by the
EPA (Standard Methods, Method 213A. (APHA 1985)) that has clearly labeled
test result numbers, or provide acceptable justification as to why the submitted
test results should be accepted.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 -919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
1

1
r, Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before November 23,
1992, will subject your application to being returned as incomplete in accordance with 15 NCAC
2H .0208.
If you have any questions on this matter, please call me at 919% 733-5083.
Sincerely,
John Seymour
Environmental Engineer I
cc: Mooresville Regional Office
Town of Taylorsville, Mr. Robert W. Duncan

a
To: Permits and Engineering Unit
Water Quality Section
Date: September 14, 1992
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Alexander
Permit No.: WQ0006906
MRO No.: 92-155
PART I - GENERAL INFORMATION
1. Facility and Address: Town of Taylorsville
Sludge Land Application
.204 Main Avenue Drive, SE
Taylorsville, North Carolina, 28681
2. Date of Investigation: September 10, 1992
3. Report Prepared By: Kim H. Colson, Environmental Engineer I
4. Persons Contacted and Telephone Number: Robert Hamilton,
Dee Simmons; Bio-Gro, [phone].
5.
W
7.
Directions to Site: See permit application for locations of
various sludge land application sites.
Disposal Site(s), List for all disposal sites: See permit
application for coordinates of sludge land application
disposal sites.
Latitude:.
Longitude:
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map. (See permit application)
USGS Quad No.: USGS Quad Name:
Size (land available for expansion and upgrading): There
appears to be adequate land available for future expansion.
8. Topography (location map or topographic indicating
relationship to 100 year flood plain included): One site is
located within the 100 year flood plain.
9. Location of Nearest Dwelling and Water Supply Well: Several
wells and residences are located adjacent to land
application sites, however, all appear to be properly
buffered.

Page Two
10. Watershed Stream Basin Information: See permit application
for Watershed information
a. Watershed Classification:
b. River Basin and Subbasin No.:
C. Distance to surface water from disposal system:
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater, sludge or contaminated soil:
100% Domestic
t 0% Industrial
The Town reported no industrial users on the most
recent NPDES'Permit application. However, there may be
industrial wastewater entering the collection system.
The percentage of industrial wastewater is believed to
be very small.
a. Volume: 84 Dry tons per year (Design Capacity)
b. Types and quantities of industrial wastewater: There
are no known industrial contributors to the Town of
Taylorsville wastestream.
C. Prevalent toxic constituents in wastewater: N/A
d. Pretreatment Program (POTWs only): The Town of
Taylorsville does not have a Pretreatment Program.
2. Production Rates (industrial discharges only) in Pounds Per
Day: N/A
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
3. Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: N/A
4. Type of Treatment (specify whether proposed or existing):
Existing sludge treatment consists of aerobic digestion and
sludge drying. The sludge drying beds will no longer be
used when land application begins.
5. Sludge Handling and Disposal Scheme: Sludge had been
previously taken to the municipal landfill. Proposed sludge
handling will consist of land application.
6. Treatment Plant Classification: Less Than 5 Points; No
Rating (include rating sheet). Class III

Page Three
7. SIC Code(s): 4952
Wastewater Code(s):
Primary: 01
Secondary:
Main Treatment Unit Code: 40003
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds (municipals only)? N/A
2. Special monitoring requests: N/A
3. Air Quality and/or Groundwater concerns or hazardous
materials utilized at this facility that may impact water
quality, air quality, or groundwater? Groundwater comments
should be obtained. There are no known Air Quality or
hazardous materials concerns.
4.. Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Town of Taylorsville, has applied for a non -
discharge permit for the land application of residual solids.
The Town previously disposed of sludge in the county landfill and
wishes to land apply the residuals at agronomic rates on area
agricultural land.
Comments on land application sites are as follows:
Field AL 1-1 Slope will reduce some area not buffered by
the applicant along the south side of the
field. Depth to saprolite type material is
approximately 24"', however, based on our
observations this Office finds that the soil
is adequate for land application.
Field AL 2-1 The field appears to be satisfactory.
Field AL 2-2 Slopes along the south edge may reduce usable
area if the sludge is surface applied.
Field AL 2-3 The field appears to be satisfactory provided
flood plain restrictions are used.

Page Four
Field AL 2-4 A buffer was not included for the stream that
bisects the field: This will reduce the
usable area. The stream flows north to south
along the fence line shown on the field map
submitted with the application.
Field AL 3-1 The field appears to be satisfactory. Slopes
may reduce land application area if the
sludge is surface applied. One well was not
located on the field map, the well is located
on the south side of the field near the
stream. The buffering of the well should not
greatly reduce the usable area.
It is recommended that the permit be issued provided that
there is adequate usable land for applying the sludge at
agronomic rates.
1.�. ,V-// Cam.-_
Signature of Report Preparer
a J�6,x�
Water QualityC4kegional Supervisor.
5 /lx/9v
Date

Vd,.sr^g' W G. DEFT. OF NA,E'fJPt
OM dd�':53$Jgt�3
EAt.
p (� MdINd '�
]
Y Lvr.Lopj? VT
Ali v l 1 P
0 1992
T
rho State of North Carolina DIVISION OF E�'V;;�Qlh1r;,TR.I y;NSGE69EI
Department of Environment, Health and Natural RPM46 REGIGNAL pFFICE d�
Division of Environmental Management ,)
512 North Salisbury Street • Raleigh, North Carolina 27626
James G. Martin, Governor
William W. Cobey, Jr., Secretary
A. Preston Howard, P.E.
Acting Director
September 8, 1992
Mr. Robert W. Duncan, Public Works Director
Town of Taylorsville
204 Main Avenue drive, SE
Taylorsville, North Carolina 28681
Dear Mr. Duncan:
Subject: WQ0006906
Additional Information
Town of Taylorsville
Land Application of Sludge Modification
Alexander County
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application.
The following items must be addressed before we can complete our review:- i -
1. Please provide an explanation of how the subject sludge, to be land applied, is
stabilized to meet EPA requirements for PSRP or PFRP. This Office is
required to confirm that the sludge stabilization method being used will match
one of the EPA approved methods. Please provide enough details in the
method description that a direct comparison can be made to the EPA
descriptions. In. reference to the stabilization method provided in the
application, the described method seems pbut we do not have
enough details -to equate this method with a specific approved EPA method.
2. Please note -that per calculations the PAN requires a minimum of 23 acres be
used but the application suggests that only 7 acres will be used at the suggested
application rate of 11.3 dry tons per acre. per year. This causes concern that the
per acre loading rate -will -be violated before soil monitoring revels it. Please
address.
. Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before November 9,
1992, will subject your application to being returned as incomplete in accordance with 15 NCAC
2H .0208. .
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you have any questions on this matter, please call me at 919/ 733-5083.
Sincerely,
John Seymour
Environmental Engineer I
K.
cc: Mooresville Regional Office
Bio Gro Systems, Inc.

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION Iff- Q DEPT. OF NATURAL
RESOURCES AND
COMMUNITY DEVELOPMENT
P 0 1992
MEMORANDUM
TO:I<ECluiAl OFFICE
DATE:
FROM: Jack Floyd/ -
SUBJECT: Application for Renewal/Amendment of Permit No.
&,- New Permit
Facility Name � « 07 %lod's v.;��<,
County�'Kixrz��
Type of t-clr,. �n
Central Office Contact: s_r� vliar
Applicable Permit Numbers: WQCJco&gO4� GW `%3�
EPA AC
We have received a copy of the above referenced application,
wh rch wash sent too u regional office for comment on or about
You should review the application package for completeness
and adequacy of relevant information and submit your request for
ad Ktional'information'to me (via telephone or memo) by
�>L- /S 19'7�?so that all required information can be
regdested from the applicant at one time. A copy of our formal
request to the applicant for additional information will be
provided to you.
If you do not require additional information from the
applicant to complete your evaluation of the project, you should
re iew the application package and submit your comments to me by
S 19
If a copy of the application package has not been made
available to your office, PLEASE LET ME KNOW IMMEDIATELY so that
a copy can be forwarded to you as soon as possible. ,
JF: 7a/Apol .shl
i;

GROUNDWATER SECTION
GW
DIVISION OF ENVIRONMENTAL MANAGEMENT f
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY IAdLZ I r'�u �� DATE
'FACILITY NAME W 5 0
LOCATION -S"e a44achfW ItaT 0Troa�r-/;ps �wn�
TYPE OF DISPOSAL SYSTEM ( LAGOON. ETC.) .6'lacla �P-
DESCRp ION OF FACILITY Z eel a SD /I c «4 cq I
FIELD INVESTIGATION ? &N )�-?
— COUNTY / 1 exanc op-
Sfeue.- M;&Ae(I: f"n Poop
DESIGN CAP. MW fbN-5 it:
ZZE OF IMPOUNDMENT (FI. SO) & / OR SIZE OF APPLICATION AREA i 3¢, $ ac►,s f-o-& j
WASTE SOURCE MUN. SLUDGE MUN. W. WATER: F] PRIMARY SECONDARY F] TERTIARY
FJIND. SLUDGE F]IND. W. WATER OTHERS
DISTANCE FROM -WASTE SOURCE TO NEAREST: STREAM FT., WELL FT.
FOR WELL- TYPE OF USE . DEPTH . PUMP RATE( EST.)
WHAT DESIGN CONDMONS WILL REDXE / INCREASE CHANCE OF GW CONTAMINATION
4e? AP_ e7.xnfllr'�� a`, a4f0l?6Ml'C Pa+fS
WHAT NAT�I RAL CONDITIONS WILL UD-UrE / INCREASE CHANCE OF GW CONTAMINATION :
'DEPTH TO: BEDROCK 2O FT.. SEASONAL HIGH W. T. �_ FT.. ANNUAL W.T. FLUX : FT.
SURFICIAL AQUIFER BEDROCK / AR
of GEN. LTIHOLOGY Sit' C�Q�j/�GOQ /s'� o f;¢ C� ►'ss ar SG 's
HYD. COND. ? �aFT./DAY MEASURED /p 3- /0^ FT.JDAY MEASURED
� ESTIMATED ®ESTIMATED
fac THICKNESS ✓fries Fr,
S NO. OF MONITOR WELLS: PROPOSED: UP DOWN : EXISTING: UP DOWN
'FROM WORKSHEET: SITE NUMERICAL DESCRIPTION-
7 1 2 3 4 a 6 6A 6B
SITE GRADE (HYDROGEOL) = C-1 SITUATION GRADE _
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) : 12 n v 'P
REMARKSIRECOMMENDATIONS: �otr►fn�n-�'S Q���c��a�
GW-43 Revised 8187 HYD. REGIONAL SUPERVISOR

3
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Specializing in Land Application • Sludge Disposal
' VICINITY MAP N
i
010 Gro Systems Incorporated I
►'JBU209 Annapolis, Maryland21404 • Telephone [phone]

;,, i
SYSfCI11S
Specializing in Land Application a Sludge Disposal .
VICINITY MAP
i
%f
No Gro Systems Incorporated
PO Box 209 Annapolis, Maryland 21404 • Telephone [phone]

SYS
Specializing in Land Application • Sludge Disposal
VICINITY MAP
Bio Gro Systems Incorporated
PO Box 209 Annapolis, Maryland 21404 • Telephone [phone]
i

�(v
r.OM'i:.'ti'1 • Y
AUG 3 1 19
OVA State of North Carolina DIVISIOR OF ENVIRORUNTAI
Department of Environment, Health and Natural Resources IWORESVIUE REGI NA
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. W. Craig Greer, County Administrator
County of Alexander
255 Liledoun Road
Taylorsville, North Carolina 28681
Dear Mr. Greer:
George T. Everett, Ph.D.
Director
August 28, 1992
Subject: Permit Application No. WQ0006906
Town of Taylorsville
Land Application of Wastewater
Treatment Residual Solids
Alexander County
The Division of Environmental Management has received an application from Town of Taylorsville
for the land application of residual solids from the treatment of wastewater to sites in Alexander County.
This Division will ensure that all federal and state regulations are enforced
If maps of the sites are needed, please contact Mr. Rex Gleason, Water Quality Supervisor, in the
Division's Mooresville Regional Office at 704/ 663-1699. Should you desire to comment on this
application as it relates to your interests, please do so no later than September 25, 1992.
If you have any questions, please contact Mr. John Seymour at 919/ 733-5083.
cc: Mooresville Regional Supervisor
Alexander County Health Department
Regional Offices
Sincerely,
John Seymour
Permits and Engineering Unit
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

}
/ N. C. DEPT. OF NATURAL
RESOURCES AN /%�� i
V{ �/ ✓ i 4, /,, COMMUNITY DEVEI ; ' ""T
AUG 3 11992
State of North Carolina INVISIQA OF ENVIRONMENTAL MANAGEMENT
Department of Environment, Health and Natural I'sources'�UAE OFFICE
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey, Jr., Secretary Director
August 24, 1992
MR ROBERT W. DUNCAN
TOWN OF TAYLORSVILLE
204 MAIN AVENUE DRIVE, SE
TAYLORS VII.LE, NORTH CAROLINA 28681
Subject: Application No. W00006906
A Sludge Facility/WWTP
Sludge -Land Application
Dear MR DUNCAN: Alexander County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 24, 1992. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to John Seymour for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation Division. for this project, prior to final action by the
If you have any questions, please contact John Seymour at [phone].
cc: Mooresville Regional Office
Bio-Gro Systems, Inc.
Sincerely,
'd
Don d Safrlt, P.E.
Supervisor, Permits and Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

IV. C. DEPT. OF NATURAL
, RESOURCES AND
CDT%f,MUNITT DEVELOPMENT
AUG 3 1 1,992
DIVISION OF UIVIRHIME'TAI xmGuqj
MORE ILLE REIGWRAL OFNE
LAND APPLICATION SITES FOR
TOWN OF TAYLORSVILLE
NORTH CAROLINA
ALEXANDER COUNTY
JUNE 1992

sYst�erns
Sludge Management
Specializing in Beneficial Use
TABLE OF CONTENTS
I. Transmittal Letter
II. Permit Application Form
III. .Attachments
1. Owners and Addresses - Section I 9
2. TCLP Test Results - Section IV 2(b)
3. Sludge Analysis - Section IV 3
4. Treatment/Stabilization Process - Section IV 5
5. Operations Plan - Section IV 1,2: Section VII 2,3
6. Soil Scientist Report - Section V 1,2,3: Section VI
7. Agronomists Report - Section V 1,2,3: Section VI
8. Calculations of most Limiting Constituent and Site Life
Evaluations - Section V 4, Calculation Worksheet
IV. Site -Specific Information
Bio Gro Systems, Inc. • 12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone] • Fax [phone]

79pVt
i L�IYlS
Sludge Management
Specializing in Beneficial Use
June 15, 1992
Mr. Donald Safrit
NCDNRCD-DEM
512 North Salisbury Street
Raleigh, NC 27611
Dear Mr. Safrit:
Transmitted herein for your consideration is site specific
information on the following land application sites located in
Alexander County, NC:
Steve Mitchell Field AL 1-1
Herman Dairy Farm Inc. Fields AL 2 1-4
Bill Pope Field AL 3-1
This submittal was prepared by Bio Gro Systems, Inc. of Annapolis,
MD for Town of Taylorsville, NC.
If you have any questions or require any additional information,
please contact me at [phone].
Sincerely yours,
66'j '� • 4;Wr"t;—
Robert Hamilton
Technical Specialist
cc: Robert W. Duncan, Public Works Director
Henry Campbell, Bio Gro Systems, Inc.
e
M
u
Bio Gro Systems. Inc. • 12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone] 0 Fax [phone]

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(I'WS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): TOWN OF TAYLORSVILLE, NC
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): ROBERT W. DUNCAN
PUBLIC WORKS DIRECTOR
3. Mailing Address: 204 MAIN AVENUE DRIVE, SE
City: TAYLORSVILLF State: N(' Zip: 7 Ar' Al
Telephone No.:( 704 6 3 2- 2 218
4. Application Date: ,TUNE 15 , 1992 5. Fee Submitted: S a n n o.n
6. Name, address, & county of facility where sludge originated. Should
be referenced on any plans/specs., analytical results, Land Owner Agreements, etc.:
TOWN OF TAYLORSVILLE WtnlTP
OFF COLLEGE STREET EXT_
TAYLORSVILLE. NC 28681 County ALEXANnFR
7. County (s) where sludge will be land applied: ALEXANDER
8. Latitude: * • Longitude * of land application sites.
For multiple sites attach a listing of the sites and a latitude and longitude for each.
9. Owner and address of lands where sludge will be land applied. For multiple sites attach
a listing:
SEE ATTACHMENT I
FORM: LARS 4/91 Page 1 of 25
* SEE ATTACHED SITE SPECIFIC INFORMATION

PAGE 2 (4/9I)
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: 4 x new; renewal*; modification.
*If renewal, complete only sections I, II, land owner agreement, & applicant
signature (on pg 24). Submit only pgs. 1, 2, 19, 20, 21, 22, and 24 (original and 3
copies of each). Engineer signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is x public or private.
III. PERMIT FEE INFORMATION:
1. Number of Total Acres on which residual solids are proposed to be land applied under
the authority of this permit (include both Iand currently permitted and proposed lands):
134.8
acres
2. The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).
]IV. SITE INFORMATION:
1. A vicinity map must be attached. This map must show the location of each site in
relation to at least two geographical references (numbered roads, named strearns/avers,
etc.)
2. For all new or modified sites, a detailed site location map must be attached. This map
must be drawn to scale with topographical contour intervals not exceeding ten feet or
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:
a) 400 feet from any habitable residence for surface sludge application,
200 feet from any habitable residence for subsurface sludge injection
b) 100 feet between the disposal area and any public or private water supply
including wells.
2of25

c) 100 feet between surface sludge application area and waters classified as WS-II,
WS-III or B AND 100 feet between the disposal area and the Mean High Water
Level of waters classified as SA or SB.t
50 feet between subsurface sludge injection area and waters classified as WS-II,
WS-III or B AND 100 feet between the disposal area and the Mean High Water
Level of waters classified as SA or SB. t
d) 100 feet between any surface sludge application area and any stream, lake,
river, or natural drainage way. 50 feet between any subsurface sludge injection
area and any stream, lake, river, or natural drainage way.
e) 100 feet between the sludge application area and property lines.
f) 10 feet between the disposal area and any surface water interceptor drains or
diversions (upslope).
g) 25 feet between the disposal area and any surface water interceptor drains or
diversions (downslope) and any groundwater drainage systems.
t APPLICATION OF SLUDGE IN WATERSHEDS CLASSIFIED
' AS WS-I IS STRICTLY PROHIBITED. SPECIFY THE NAME OF
AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE
SURFACE WATERS (as established by the Environmental
Management Commission and specified on page 4 of this application)
TO THE LAND APPLICATION SITE(S).
Note: The maximum slope for land application of residuals is 10% for surface
application and 18% for subsurface application.
3 of 25

TO: REGIONAL WATER QUALITY SUPERVISOR
V
Please provide me with the classification of the watershed where these land application
activities will occur, as identified on the attached map segnenc:
Name of surface waters: MUDDY Fokk CP4F
Classification (as established by the Environmental Management Commission): L-
Proposed Classification, if applicable:
Signature of regional office personnel:. Date: E�Z
INSTRUCTIONS TO ENGINEER
In order to de:cmiae the classification of the watershed in which these land application
activities will be located you are required to submit this form, with items 1 through 10 completed,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listuig). At a minimum, you must include an 8.5" by I I`' copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You must identify the
location of the facility. and the closest downslope surface waters (waters for which you are
requesting'the classncaaon) on'rhe submiued map copy. The applicadoii may not be submined
until this form is completed and included with the subrnit::l.
1. Applic:,rt (corporation, individual, orother ): TOWN OF TAYLORSVTLT,R, NC
2. Name and Complete Address of Ena neerirg Fir.:?: SIRRINE CONSULTANTS
-3500-B Regency Parkway, P.O. Box 1308
Ciro: CARY
State: NC Zip: 27511
l..leihone No. (919) 4.:81-0397.
3 F.OjeczName: TOWN OF TAYLORSVILLE
4. Volu`e of residuals to be land applied: 84 DRY /TONS ' cubic ya:�s
5. Name of closest surface waters:
MUDDY }- o I, re 0,(C-
6. County(s) where land application site is located:
7. bLau mr= and date:
ALEXANDER
TAYLORSVILLE, NC 1970
8. Nor-�-i Carolina Professional Engineer's Re�st-adon No. 1 S't 51
9. Pint Na:-ne of Engineer
10. Seal areal Signature (specify date):
`6a�a�aeAR
no�r,ie.. •�`�
C'et, i. • �.°� �.. n_7�V it
4 of 25 �F^-

TO: REGIONAL WATER QUALITY SUPERVISOR
V
Please provide me with the classification of the watershed where these land application
activities will occur, as identified on the attached trap segment:
Name of surface waters: CATAWRA RTVFR
Classification (as established by the Environmental Management Cottunission): S
Proposed Classification, if applicable:
Signature of regional office personnel:. Date:
INSTRUCTIONS TO ENGINEER
In order to de:artnine the classification of the watershed in which these land application
activities will be located you are required to submit this form, with ite=s I through 10 complete �,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listing). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You trust 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 apoLcadoii may not be submi= d
until this form is completed and included with the submittal.
1- Apolic-:t (corporation, individual, or other): TOWN OF TAYLORSVTTJ,F �Nr
2. Namme and Complete Address of Eng?neering Fir�i: SIRRINE CONSULTANTS
3500-B Regency Parkway, P.O. Box 1308
City: CARY'- - - State: NC Zip: 27511
Telephone No. (919) 4-81-0397
Frojec:N aae: TOWN OF TAYLORSVILLE '
4. Voluble of residuals to be land applied: 84 DRY /TONS . cubic ya.-,-:s
5. Name ofclosest suface waters: CATAWBA RIVER
6. Counry(s),where land application site is located: ALEXANDER
7. bLna=.-and date: MILLERSVILLE, NC 1970
8. Nor-th Carolina Professional Engineer's Registration No. l S"t S$
9. Pint Na:- ^e of Engineer
10. Se :, and Signature (specify date):
e�gTBL419ABA�s.
®`0 7 i'•
ep,
bb i1 7C
l
f a
it!
4of25 m �'

TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these land application
activides will occur, as identified on the attached map segment.
.Name of surface waters: LOWER LITTLE RIVER
Classification (as established by the Environmental Management Cocamission):
Proposed Classification, if applicable:
Signature of regional office personnel: ��� a"� Dace: S� �z—
INSTRUCTIONS TO ENGINEER
In order to determine the classification of the watershed in which these land application
activities will be located you are required to submit this form, with items I Through 10 completed,
to the appropriate Division of Environmental Management Regional Water Quality Supervisor (see
attached listing). At'a minimum, you must include an 8.5" by I V copy of the portion of a 7.5
minute USGS Topographic Map which shows the subject surface waters. You must identity the
location of the fic:lity. and the closest downslope surface waters (waters for which you are
requesting'the clas:'.ficaaon) on'the submitted map copy. The application may not be subr_ired
until this form is completed and included with the submittal.
1. Apolicam. (corporation, individual, or other): TOWN OF TAYLORSVTLT,F . NC'
V
2. Nar-:e anti Complete Address of Ena neering F•.r.n: SIRRINE CONSULTANTS
3500_g Regency Parkvaay. P- 0 Box 1308
City CARY---' - State: NC Zia: 27SI1
Telczhon.. No. (919) 4 81— 0 3 9 7
S P-ojec:tiarue: TOWN OF TAYLORSVILLE
4. Volu`e of residuals to be land applied: 84 DRY /TONS cubic yards
5. Na:::e of closest surface wate_s: T,Owu T TTTT F RTyT?.g
6. COL'nry(s) whew land application site is located: ALEXANDER
7. 1tiLp na:,._e and date: MILLERSVILLE, NC 1970
8. North C`olina Professional Engineer's Re station No. l 5r 4 S8
9. Pint Niame of Engineer G--,►, �.\�
10. Seal and Signatt*e (specify date):
�' .9 �
2uc. �J V
is �,
4of25

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Pfau
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
7041251-6208
919/946-6481
919/733-2314
,Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bettie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Wa=
Haywood Transylvania
Gams Tyrdll
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super_
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabatrus Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Hameu Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
.Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919f761-2351
Alamartce
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
S ur y
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadldn
Guilford
5 of 25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 6 (4/91)
3. The following are the sites proposed to be used for land application under this permit
application (see attached map):
Site No, Owner/Lessee Application Area Maximum slope
AL 1 STEVE D. MITCHELL
AL 2 HERMAN DAIRY FARM INC.
AL 3 BILL POPE
(excluding buffers) ( in per cent)
racresl
17.6 5%
106.2 10°
11.0 5
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 above.
IV.INFORMATION ON MATERIAL TO BE LAND APPLIED
1.What are the sources of the residual solids and what volume of solids is anticipated to be land
applied from each source?
Source Countv Permit Number of Source Estimated Volume
f 'n (NPDES or Nondischarggl (Dry Tons/Year)
TOWN OF TAYLORSVILLE ALEXANDER NC 0026271 84
If there are more than three sources of residual solids to be land applied to sites
covered by this permit, please add as an attachment to this form.
2. Information for Hazardous Waste (RCRA) Determination
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33?
YES,_ NO x If yes, list the number(s):
6of25

LAtvu A-e?L1UA 11UN Ut" K1--S -)UAL, SOLIDS
PAGE 7 (4191)
b. Do any of the residuals exhibit any of the four characteristics as defined by 40 CFR
261.21-261.24? YES _ NO Y Attach laboratory results for the Toxicity
Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and Corrosivity
for each residual.
Dtg: 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
residuals is not within the range listed below, the residual is by definition a
Hazardous waste. Chemical analyses must be made to Minimum Detection
Levels.
PPM
Arsenic
5.0
Benzene
0.5
Carbon tetrachloride
0.5
Chlorobenzene
100.0
Chromium
5.0
m-Cresol
200.0
Cresol
200.0
1,4-Dichlorobenzene
7.5
1,1-Dichloroethylene
0.7
Endrin
0.02
Hexachlorobenzene
0.13
Hexachloroethane
3.0
Lindane
0.4
Methoxychlor
10.0
Nitrobenzene
2.0
Pyridine
5.0
Silver
5.0
Toxaphene
0.5
2,4,5-Trichlorophenol
400.0
2,4,5-TP (Silvex)
1.0
pH (2:1
vol/wt.)
PM
Barium
100.0
Cadmium
1.0
Chlordane
0.03
Chloroform
6.0
o-Cresol
200.0
p-Cresol
200.0
2,4-D
10.0
1,2-Dichloroe thane
0.5
2,4-Dinitrotoluene
0.13
Heptachlor (and its hydroxide) 0.008
Hexachloro- 1,3-butadiene
0.5 .
Lead
5.0
Mercury
0.2
Methyl ethyl ketone
200.0
Pentachlorophenol
100.0
Selenium
1.0
Tetrachloroethyiene
0.7
Trichloroethylene
0.5
2,4,6-Trichlorophenol
2.0
Vinyl chloride
0.2
>2.0 s.u. - <12.5 s.u.
C. Please be advised that if any of the residuals meet the definitions of a
hazardous waste, as noted in either a. or b. above, a permit cannot be
issued for that material and it should not be included as part of this
application.
7of25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 8 (4/91)
* 3. 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 on 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 an 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.
% total solids
Sulfate
Phosphorus
Potassium
Lead
Zinc
Copper
Nickel
Cadmium
Chromium
Sodium
Calcium
Total Nitrogen
Ammonia Nitrogen
Nitrate/Nztrite Nitrogen
pH
Plant Available Nitrogen (by calculation)
Magnesium
4. What volume of storage is available for each residual at its point.of generation and
how often will the material need to be land applied?
Source Storage Volume (Days) Needed Frequency of Ap�iication
(Daily, weekly, yearly, etc_)
TOWN OF TAYLORSVILLE 120 DAYS THREE TIMES PER YEAR
If there are more than
four sources
of
residual solids
to be land applied to sites
covered by this permit,
please add as
an
attachment to
this form.
**5. For each residual, please attach an explanation of either the treatment process, manufacturing
process or how the waste was generated (Please provide full and complete details of the entire
process).
* SEE ATTACHMENT III
** SEE ATTACHMENT IV
8 of 25

L.a LL I I-' !1C r LL\—M 1 1 V 1 I v I I \y,.311-J U t -" a V LLL J
PAGE 9 (4/91)
*6. For each residual, please attach an explanation of the process utilized for its stabilization. All
residuals generated by the treatment of any domestic wastewater must be stabilized by a
process to significantly reduce pathogens (PSRP as described in 40 CFR Part 257, Appendix
II) prior to application or incorporation. Please attach supporting calculations to substantiate
compliance with 40 CFR Pan 257, Appendix II.
** IV. MATERIAL TRANSPORT AND APPLICATION
1. For each source, please attach an explanation of how the residual will be delivered to the
land application site (in leak proof trucks to a terragator, etc.) and what type of equipment
will be utilized for land application ( terragator, etc.).
2. Please attach an explanation of how the land application of the residual will be controlled to
insure that there is proper distribution over the site.
3 . Will the operation utilize a contractor who specializes in Residual Management or will the
permittee manage the program? Contractor X Permittee _ If a contractor is utilized,
please provide the name of the firm, a contact, address, and telephone number.
BIO GRO SYSTRMS, TNC_ RnRRR'T' PAMILToN
12701 LANCASTER HTCRWAY� PTNFVTT.T.Z, LIC 2212n
V . SITE EVALUATION AND RECOMMENDED LOADING RATES
* * * * 1. For each site, please attach a site evaluation of the site/sites by a soils scientist (the
evaluation must be signed by the soil scientist) which addresses 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 sludge or residual
application; and cation exchange capacity. If the depth to either groundwater or bedrock is
less than three feet, please also attach a demonstration, using predictive calculations or
modeling methods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not result in contravention of classified
groundwater standards as contained in NCAC 2L .0200. In no case shall the
separation be less than one foot.
* * * 2. Please 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
Base Saturation
Phosphorus
Potassium
Lead
Zinc
Magnesium
pH
Manganese
Cation Exchange Capacity
Sodium
Nickel
Cadmium
Copper
Calcium
* * * * 3. In order to determine if the site(s) can be permitted, an evaluation must be made to establish
whether the residuals are compatible with the soils on each site. For each site, please
attach a soil scientist recommendations concerning application rates for liquids, solids,
nitrogen, phosphorus, heavy metals, salts and any other significant contaminant know to
be in the sludge or residual. .
4. In order to assist DEM in the review of the proposed loading rates, please complete the
calculations contained in the attachment titled "Calculations Work Sheet". If more than one
residual is to be covered by this permit, additional worksheets must be attached.
9of25
* SEE ATTACHMENT IV
** SEE ATTACHMENT V
*** SEE SITE SPECIFIC INFORMATION
**** SEE ATTACHMENT VI

PAGE 10 (4/91)
* VI. AGRONOMIST REPORT
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 know to
be in the sludge or residual. Apart of the agronomists recommendations must be a crop
management plan. This plan must determine the crops to be grown on the site/sites, when
they should be grown and how they should be harvested and marketed. This report must be
signed by the agronomist.
VII.GENERAL INFORMATION
1. Four (4) copies of the permit application and all supporting information must be,submitted
or the application will be returned as incomplete.
* * 2. Please attach an explanation as to the methods to be used to control access to the land
application sites by both people and animals following the application of residuals.
=:a. Animals shall not be grazed on the land application sites within 30 days of
the application of residuals to the site.
b. Appropriate measures must be taken to control public access to the land
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 to be used to establish and maintain the buffers during the
application process (i.e. will the sites be flagged).
* * * 4. Please attach an executed "Agreement For the Land Application of Residuals to Private
Land Form" for each site that is proposed to receive residuals which is not owned by the
applicant. A copy of a DEM approved forth is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be receive from DEM.
5. Each application site must be assigned a site identification number.
6. All attachments to the permit application for:, must be numbered to correspond to the
individual parts of the application thai require that attachment. If the attachments -are part of
a larger document, a table must be provided that lists the locations of the required
information.
* SEE ATTACHMENT VII
** SEE ATTACHMENT V
*** SEE SITE SPECIFIC INFORMATION
10 of 25

�y1vL nrrLll.f'►1 Lvly %.JC ILJUAI_ JULLLJJ
PAGE 11 (4/'91)
CALCULATIONS WORK SHEET
This worksheet is designed to assist the Division of Environmental Management
in reviewing this application as expeditiously as possible. Its preparation in a
complete and accurate manner is critical to this review. For permits that cover
multiple sources of residuals, different residuals from the same source or sites
with varied CEC, use additional work sheets.
A. LIST THE SPECIFIC RESIDUAL THAT IS COVERED BY THESE
CALCULATIONS (PLACE OR PROCESS OF ORIGIN) AND ITS PERMIT
NUMBER.
TOWN OF TAYLORSVILL
What is the total dry tons of this residual to be land applied each year?
Total Dry Tons = Tons of Residual x % total solids
2126 x 3.95
84 Tons
If the quantity of residual will vary significantly or if there will be a larcer
initial application, please attach a detailed explanation and provide calculations for
each variation.
B . COMPLETE THE FOLLOWING CALCULATIONS THAT ESTABLISH THE
PORTION OF THE RESIDUAL MADE UP OF THE VARIOUS
PARAMETERS. LIST ADDITIONAL PARAMETERS AS NEEDED.
PLEASE NOTE THAT ALL CONSTITUENTS ARE TO BE IN TOTAL
.CONCENTRATIONS.
PARAMETER % x 10.000 ms/kQ L.•M LBS/DRY TON
ry 1
TKN
3.29
10000 =
.32900
0.002 =
65.8
AMMONIA-N
0.53
10000 =
5300
0.002 =
10.6
N04-NO3-N
0.013
10000 =
130
0.002 =
0.26
PHOSPHORUS
2 -17
10000 =
21700
0.002 =
43.4
SULFUR
0 6 Q_
10000 =
6 p n 0
0.002 =
12.6
POTASSIUM
0.2 4
10000 =
2400
0.002 =
4.8
CALCIUM
0.79
10000 =
7900
0.402 =
15.8
MAGNESIUM
0.25
10000 =
2500
0.002 =
5.0
SODIUM
0.49
10000 =
4900
0.002 =
9.8
IRON
1, 79
10000 =
1 79nn
0.002 =
-�d .4
11 of 25

LA,NU APPLIC:A-i iUN Ut- KESIDUAL SOLIDS
PAGE 12 (4/91)
ALUMINUM
NLA
10000 =
0.002 =
MANGANESE 0 . n - -3 c
10000 =
-3 3 9
0.002 =
_ 0.6 7 8
COPPER
o.028
10000
280
0.002 =
0.56
ZINC
0.103
10000 =
1030
0.002 =
2.06
CADMIUM
0.00035
10000 _
3. 5
0.002 =
0.007
CHROMIUM
0.0 0 9 5 _
INN =
95
0.002 =
0.19
NICKEL
0.005
10000 =
50
0.002 =
0.1
LEAD
0.006
10000 =
60
0.002 =
0.12
ARSENIC
N / A
'10000 =
0.002 =
MERCURY
0. 00009210000 =
Q.92
0.002 =
0.00184
SELENIUM
N / A
10000 =
-0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
10000 =
0.002 =
C. CALCULATE SODIUM ADSORPTION RATIO (SAR)
TOTAL SOLIDS % = 3.9 5 %
SAR = Na Milli Equiv. [0.5 (Ca Milli Equiv. + Mg Milli Equiv.)] US
CONCENTRATION(mg/1) i Equivalent Wt. = Milli Equivalents of Ion
SODIUM (Na) 193 .5 5 (mg/1) j 23 = 8.40
CALCIUM (Ca) 312 .05 (mg/1) i 20 = _ 15 60
r. ��—
MAGNESIUM (Mg) 98.75 (mg/1) .12 = 8.2 2
SAR = 2 .43
12 of 25

PAGE 13 (4/91)
D.PLANT AVAILABLE NITROGEN (PAN) CALCULATIONS AND
APPLICATION AREA REQUIREMENTS
TKN 32900
AMMONIA-N 5300
N04-NO3-N 130
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 foIlows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30016
Anaerobically Digested Residuals 2007o
Composted Residuals 10 %
(If the default values are used, attach an explanation as to why the specific
default value chosen is appropriate.)
(Complete the following calculations for only the application method proposed)
PAN FOR SURFACE APPLICATION
PAN = (MR)x(TKN - NH3) + .5x(NH3) + NO3/NO2
PAN= .3 x( 32900 - 5300 )+.Sx( 5300 )+ 13.0
PAN =- 11060 (PPM DRY WEIGHT)
PAN FOR SUBSURFACE APPLICATION
PAN = (MR)x(TICN, - NH3) + (NH3) + NO3/NO2
PAN= • 3 X ( 32900 5300 ) + ( 5300 ) + 130
PAN =.' 1 � 71 n (PPM DRY WEIGHT)
13of25

PAGE 14 (4/91)
TOTAL PAN TO BE LAND APPLIED PER YEAR 1191640
TOTAL DRY TONS; OF RESIDUAL TO BE LAND APPLIED PER YEAR R4
TOTAL PAN IN POUNDS
PER DRY TON 1,000,000
= PAN (PPM DRY WEIGHT) x .002
27.42 POUNDS/TON
TOTAL PAN IN POUNDS = PAN (POUNDS/TON) x TOTAL TONS OF
RESIDUAL
27.42
x 84
2303 POUNDS
DUE TO THE FACT THAT ORGANIC NITROGEN IS MINERALIZED SLOWLY
OVER TIME, THE AMOUNT OF NITROGEN THAT COMES AVAILABLE IN
YEARS FOLLOWING THE INITIAL APPLICATION MUST BE TAKEN INTO
CONSIDERATION WHEN CALCULATING APPLICATION RATES FOR THE
SUBSEQUENT YEARS. THIS BEING THE CASE PLEASE ATTACH AN
EVALUATION OF THIS FACTOR AND ITS IMPACT ON LOADING RATES.
SHOW THE ADJUSTED PAN FOR AT LEAST FIVE YEARS.
** THE MAXIMUM ADJUSTED ANNUAL PAN IS POUNDS
CROP INFORMATION ON NITROGEN UPTAKE PER YEAR
CROP(S)
N-UPTAKE OF CROP.
LBS/ACRE
CORN
220 LBS/ACRE
FESCUE
250 LBS/ACRE
*SOYBEANS
150 LBS/ACRE
WHEAT,
?APgg34
_inn LBS/ACRE
CLOVER,
AT.FAT.FA
250 LBS/ACRE
Please provide the basis for the uptake rates used:
"CROP FFRTTT,TZATTON BASED ON NC SOIL TEST"
*SnyRRANcl "C;FN-FRAT, C;UTT)FLINRS FOR LAND TREATMENT OF SLUDGE"
**477 ATTACHFn RFSThUAL NITROGEN CALCULATIONS
14of25

r nv i.. A. -J \�/ - L )
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF AVAILABLE
NITROGEN CALCULATED ABOVE '
TOTAL ACRES NEEDED = MAX. TOTAL LBS. OF AVAILABLE NITROGEN
POUNDS OF NITROGEN NEEDED FOR CROP*
= 2303 _ 100
— 23 ACRES
* THIS VALUE MUST BE THE VALUE FOR THE CROP TO BE GROWN
r 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 ABOVE.
E. ANNUAL CADMIUM CALCULATIONS AND APPLICATION AREA
REQUIREMENTS
TAKE CALCULATED POUNDS PER DRY TON FOR CADMIUM FROM B.
ABOVE = 0.007
TOTAL DRY TONS OF RESIDUAL TO BE LAND APPLIED EACH YEAR
�=�
TOTAL CADMIUM IN POUNDS = CADMIUM (POUNDS/TON) x TOTAL
TONS OF RESIDUAL LAND APPLIED EACH YEAR
= 0:007 X 84
.588 POUNDS
MAXIMUM CADMIUM LOADING RATE AS ALLOWED BY 40 CFR
257.3-5 IS 0.5 KILOGRAMS PER HECTARE OR 0.445 POUNDS PER
ACRE
TOTAL ACRES NEEDED TO LAND APPLY THE POUNDS OF TOTAL .
CADMIUM CALCULATED ABOVE:.
15of25

LAlV1J AerLU-a t lvty Ut- RESIDUAL SOLIDS
PAGE 16 (4/91)
TOTAL ACRES NEEDED = TOTAL POUNDS OF C'ADMTIIM
0.445 POUNDS PER ACRE PER YEAR
- .5'T8 L •0.445
1.32 ACRES
F. DETERMINE THE TOTAL NUMBER OF ACRES NEEDED FOR LAND
APPLICATION BY COMPARING THE ACRES NEEDED FOR PAN AND
THAT NEEDED FOR CADMIUM. WHAT IS THE . LIMITING FACTOR:
PAN x OR CADMIUM . HOW MANY ACRES ARE NEEDED?
23 --nW MANY ACRES—ZT-LAND APPLICATION ARE AVAILABLE?
134,81F THE ACRES AVAILABLE DOES NOT MEET OR EXCEED THE
AURES NEEDED, THE APPLICATION CANNOT BE PROCESSED AND
WILL BE RETURNED.
IF'CALCULATION SHEETS ARE BEING COMPLETED FOR MORE THAN
ONE RESIDUAL OR SITE, PLEASE ATTACH A SUMMARY SHEET
THAT BRING THE RESULTS OF ALL THE CALCULATION SHEETS TO
ONE POINT.
G. DETERMINE THE SITE LIFE FOR THIS LAND APPLICATION SITE:
NOTE: FOR THE PURPOSE OF THIS DETERMINATION, THE
LIFETIME HEAVY METAL LOADINGS SHALL NOT EXCEED
THE FOLLOWING FOR THE CORRESPONDING CATION
EXCHANGE CAPACITIES (CEC).
Parameter CEC < 5
Lead (lbs/acre) 500
Zinc abs/acre) 250
Copper (lbs/acre) 125
Nickel (lbs/acre) • 125
Cadmium (lbs/acre) 4.5
CEC 5-15
CEC > 15
1000
2000
500
1000
250
500
250
500
9
18
SITE LIFE FOR THE SITE COVERED BY THIS APPLICATION THAT HAS
THE LOWEST CEC
THE SITE LIFE IS DETERMINED BY CALCULATING THE NUMBER OF YEARS
THAT THE SITE WITH THE LOWEST CEC CAN RECEIVE THE RESIDUAL WITHOUT
EXCEEDING THE ABOVE LIFETIME METALS LOADINGS. FOR EACH OF THESE
METALS COMPLETE THE FOLLOWING CALCULATIONS.
16of25

LAND APPLICATION OF RESIDUAL SOLIDS
PAGE 17 (4/91)
1. SITE LIFE BASED ON LEAD
PROJECTED POUNDS OF LEAD APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF LEAD IN RESIDUAL = 0.12
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = - *BASED ON CLOVER /
ALFALFA
POUNDS OF LEAD APPLIED PER ACRE [YEAR = 11.3 01 x 0.1 2 = 1.356
SITE LIFE _ _( 1000
1.356 )
2. SITE LIFE BASED ON ZINC
737.46
YEARS
PROJECTED POUNDS OF Z INC APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF ZINC IN RESIDUAL x TONS OF RESIDUAL APPLIF_D
PER ACRE PER YEAR
POUNDS PER TON OF ZINC IN RESIDUAL = 2.06
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 11.3 01
POUNDS OF ZINC APPLIED PER ACRE [YEAR = 2.06 x 11.301 = 23.28
SITE LIFE = LIFECINIE ALLOWABLE LOADING BASED ON SITE CEC
'PROJECTED POUNDS OF ZINC APPLIED PER ACRE PER YEAR
SITE LIFE _ _( 5 0'0.0 0
23.28 )
3. SITE LIFE BASED ON COPPER
21.48
YEARS
PROJECTED POUNDS OF COPPER APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF COPPER WRESIDUAL =
.56
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 11.301
POUNDS OF COPPER APPLIED PER ACRE [YEAR = .56 x 11.301 = 6.328
SITE LIFE = LIFETIME ALLOWABLE LOADING BASED ON S7E CEC
PROJECTED POUNDS OF COPPER APPLIED PER ACRE PER YEAR
SITE LIFE _ _( 250 )_ = 39.50 YEARS
( 6.32 )
17 of 25

LAPNU AYYLK:A I WN yr KtJLUUAL $ULLUJ
PAGE 18 (4/91)
4. SITE LIFE BASED ON NICKEL
PROJECTED POUNDS OF NICKEL APPLIED PER ACRE PER YEAR = POUNDS
PER TON OF LEAD IN RES IDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF NICKEL IN RESIDUAL =
0.1
+ BASED ON CLOVER/ALFALF:
FESCUE
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 11.301
POUNDS OF NICKEL APPLIED PER ACRE NEAR = 11 -3 n I x n ..1 - 1.13
SITE LIFE = LM i 2AE ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF NICKEL APPLIED PER ACRE PER YEAR
SITE LIFE _ _( 9 s n )_ _ :2z1. YEARS
( 1.13
5. SITE LIFE BASED ON CADMIUM
PROJECTED POUNDS OF CADMIUM APPLIED PER ACRE PER YEAR = POUNDS.
PER TON OF LEAD IN RESIDUAL x TONS OF RESIDUAL APPLIED
PER ACRE PER YEAR
POUNDS PER TON OF CADMIUM IN RESIDUAL =
0.007
TONS OF RESIDUAL APPLIED PER ACRE PER YEAR = 11.301
POUNDS OF CADMIUM APPLIED PER ACRE /YEAR = 11 .3 0 lx 0.007 = 0.0791
SITE LIFE = LMETIIyiE ALLOWABLE LOADING BASED ON SITE CEC
PROJECTED POUNDS OF CADMIUM APPLIED PER ACRE PER YEAR
SITE LIFE _ _( 4 4 s )_ _
0.0791
56.26 YEARS
COMPARE THE FIVE METALS ABOVE AND DETERMINE THE METAL
THAT WILL RESULT IN THE SHORTEST SITE LIFE FOR THIS SITE.
THE METAL IS" ZINC AND THE SITE LIFE IS�—
YEARS.
18 of 25

LAND APPLICATON OF RESIDUAL SOLIDS
PAGE 19 (4l91)
ru-vtS) CaroZtn$ -IBM.Stan of
e-mb tronmen tal fianagmm t
AGR E-INFENT FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
pe=*a-ec: TOWN OF TAYLORSVILLE
Contactperson: ROBERT W. DUNCAN, PUBLIC WORKS DIRECTOR
Address, of ?-= c c: 204 MAIN AVENUE DRIVE, SE
TAYLORSVILLE NC 28681
List of Slud;es or residuals to be applied -to these lands:
LIQUID AEROBICALLY DIGESTED
* S ice ID Numben
* Feld Num'cer:
Locadon ofTi^d to be used for sludge or residual applicadoi; (i;:c`�d� �.ap for each site):
Owner of ?m-,.c .y used for slud-e or residual applicador,:
Lessee of � ue. �� (is ap�rapriate):
Laid use or copping patterns:
Ltcnded use or disosidon of coos:
NOT Tr0P T1TPrr-r uTTMITT' /n�T TTIrtn —rill
tIIIl11IIi1IIIIlIIIIi11II1IIIIIII11I1IIIIIlI1IIIIIIIIi1II1I1111HIM IIIII1111111111111111I1I111111111I11111]1111111
ine arcde.,i` 1=d owner or his represenmcive hereby pe M.*2
TOWN OF TAYLORSVILLE .
#moron-'=.:. as the Pe=mi=.ce, to aDDIy die above 1?sir:. siu'`Cs Or=Sidu 1S urca thz I.`
at the Iocdoa shoe as dese:zt>e--4 he., -in in ac=rd?_ ce wit. the :cs�:c::'ons and sdoujla- ors as
given below. i ac landowner or his representative r�c:vcs, in c:.-sderr_oa, fu1 use of the
nu-,H=c valcc of d c applied slud;e cr rasidu_Ts while the Pc. ^.y :�cc:ves, in the
use of ch;,1.=-;d des.._�oed above for the disposal of dl esc� slud;c or residuals. This aSee�eat
sh- �C..a= iri far the Ie:ig:h of the Division of lard a iollca on
pe-nut ?md be rc—newed each die the land apoiicador, pe:-:: s m::cwed_ The undersigned
land owner ar :ills Z: reSC^LL*VC and the P=—miCtee ag—,= cc a'cid.'. t ;e follow'irg ZS��C'ZOGS
Z':d SCOL'12=v S lL*iC1 SUCK tIrLIC as vyalLtz:l IIQCii"iCat:on, Ve ::%i-:' (30) nays iA adv=ce, rr;.cLtt,ts
a ti �T Tarr
arc..rc...s t:..s _� a owner's Az —Bement.
*SEE SITE SPECIFIC INFORMATION
19 OF 25

PAGE 20 (4/91)
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
IllIIlI11liliil1111111111I111lIllIlI1111III11111l1l11lI1111I111111I1111lI1I11111111111111l11111111111111111i11111111
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as required by the sludge or residual land
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 sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge or residuals to privately
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the
results of each soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual application. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Permittee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
20 of 25

PAGE 21 (4/91)
9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the most recent
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge/residual application. Such controls may include the posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third party, the landowner shall be responsible to insure the third 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 sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application.
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or
incorporated at each site.
17. Any duly .authorized officer, employee, or representative of the Division of
Environmental Management may, .upon presentation of credentials, enter and
inspect any property, premises or place on or related to the application site and
facility at any reasonable time for the purpose of determining compliance with this
permit; may inspect or copy any records that must be kept under the terms and
conditions of this permit; or may obtain samples of groundwater, surface water,
or leachate.
IIIIIIIIIIIIIIII1I11III 1III III fill III III 1i1111III1111111ifIII III III I111111111111IIIIIIIIIIIII IIIIIIiIIIIIII1111I1111
RESTRICTIONS:
21 of 25

...o_.rr•5;. s,soun+o Pszl s::l-, Pry and � •� � -� " •yJ �' � i
z:-a CE
ess�Z /� ` � �.-� 7 - � -:.•- ru P=^ems sF s��p:;;_r� ' .
��'��� L� � .rr suor,� �dps o• ,� .` TOE O'� �..S�bB %C'«::1 0 :IE
P= and
ea
pA ly%j 4
�/ill i� ' i•' ' •E•+'
X �lQtSS�1tJW sari=x3 TToys::s Toy �;�
zo XEp sTLn 1Las �ioi�3o p�-z
• suz 5L; o5Zso3 az;4 pau5zs
pLTB IEp STIP i:u =qpq p-rraad-E Ij uos=d
:zLr, ATM: Ic--Iatl op `oT14Tld trm oh pzus=zp:an o:p 'I
0 J
=ZQ —
0
sa spin Am m
o� rrL:::rd oLp EnuoissTi*_-xt :TJrsE xq:.�y op P�
s,zourno Purl slip prw am 7
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11II111II1I111111I111IIIIIIIIlI111I1IIIIIIIIIIIlIIIIIIIIIIIIIIIIIII
-p v �Z
u um

jlarrd nwn S A ire -wren r
nacc4of4.
IIIIiII1I1II1IIIIIIIIIIIIIIIIIIIIIIIIIII1IIIiItIiIII III111I1IIiI111IIIIIIIIIIIIiIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
T. `�� Ir / ✓I have rcad this land owner's ag:ecmcnt
and do ae- t 'i`ssian to the Pwmittcc to apply
Y &� Fc.. � PP Y;�
sludge to my I=ds as speriFcd ft=in. Ll�/?/;. - G/
Dze
NORTH CAR 0LLYA, COUNTY,
I, the unde:siQ ed Namy Public, do hereby cc-.zify'thac�L6,�
pesanal?y appear of Me tt*.is day and being duly s;�orn, stated 'that iz. his
presence s igned the for ins"? an, .
WMENH-ES my hand and official sea? this day of
..._ a a. NOTARY PUBLIC
My cor=..,:ssion Expires
to'yi�� �ameeeaye o t.J✓ .
have -mad this land owner's a ^^neat
and do ham- y ag,- - to abide by the stieuI=dons and
r-.s":c:oaS as skit=ed
' Lessee
Dace
b
I. >rdhR-ram U&,4 xg, have:.:. Uhis land owners ag=--rent
and do h:-by asg.—..e to abide by ti:e stau1 ­*o= and
as Speciffcd ht--:.n.
. Pe_ycee

j.arrd nwnce; A ccmcnt
ra Cc 4 of .2
IIIIIIIIifIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIII(IIIIII(fI1IIII1II1I1IIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I, have read this fond awnces agccrncac
and do hc. y grant pc-nissicn to the Pw,-nittc : cc apply
s!tzdgt to my lands as spc ::Fcd hc.-cin.
L mnd Oar=
NORTH CAROLL-4A, COUNTY,
AlI, the u-nde:sia ed Notary Public, do hereby cosy 'that
personal y appearcd before s.c this day and -
signed the foregoing instrTxmer.t-.
WITNESS a—.y hand and official sea? this day of ,19
NOTARY PUBLIC
MY corn.—nission Expires
P '
1e7 have ;mod this lard awnces agr=—ncnc
and do he:::ay to abide by tl:e Vjpul_cions and
rsL:cdcrts as speciLed hc.-in.
Lessee
L 6h sue, t kV, L .v, e-Ro - have rzd dhis land awne:'s as. : enc
and do he. -by ass = abide by c17.a sdculm- ans and
_: ns as sp a!=Cd heir..

PAGE 23 (4/91)
Land Application of Residual Solids
Instructions
Processing of this application, will not initiate until all of the following items have
been submitted in addition to. five(5) copies of the completed application form. If any of
the above 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 shows the property lines,
buffers, existing wells within 500 feet, topography, drainage features, and any
surface waters?
YES x or NO
3. Is a vicinity map enclosed which clearly indicates the projects location with
-� respect to State roads and named Surface waters?
YES x or. NO
4. Is a 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) recommendation of a loading rate for the site,
g) cation exchange capacity.
YES x or NO
5. Is an agronomist's crop and loading recommendations for N-P-K included?
YES x or NO
6.. Has the Land Owner's agreement been filled out and completed?
YES x or NO
7. Appropriate fee in accordance with 15 NCAC 2H .0205(c)(5).
YES x or NO
8. Five copies of all reports, evaluations, .agreements, supporting calculations, etc.
must be submitted as a part of the proposed design document which is signed and
sealed by the North Carolina Professional Engineer. Although certain portions of
this required submittal must be developed by other professionals, inclusion of
these materials under the signature and seal of a North Carolina Professional
Engineer signifies that he has reviewed this material and has judged it to be
consistent with his proposed design.
23 of 25

PAGE 24 (4/91)
Name and Complete Address of Engineering Firm: SIRRINE CONSULTANTS
3733 NATIONAL DRIVE, SUITE 120.
City: RALE I GH S tate: NC Zip:
Telephone No. (919) 8 81- 0 7 7 7
Professional Engineer's Certification:
I
27612
, attest that this application for TOWN
OF TAY L O R S V I L L E has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design. ( Except as noted under
Treatment/Stabilization Process)
North Carolina Professional Engineer's Registration No. 1 9-4 S$
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
I,
ROBERT W. DUNCAN
OF TAYLORSVILLE
0,
E.
attest that this apadeti`ior TOWN
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. n
Signature Date 01-/6 �1
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
24 of 25

PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT .
MODMCATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
S120
Sludge < or = 300 Acres
$400
$250
- Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
$400
0
Sewer Extensions
(delegated)
$200
0
Closed -Loop Recycle
or Evaporative
$400
$200
NOTE: The Fees for Soil Remediation
Projects are
the same as for Sludges.
Under the Sewer Extension
Fee, "delegated to municipalities" applies
only to those governmental
jurisdictions
that have specific delegation
review authority, as granted by the
Division of Environmental
Management.
25 of 25
I

ATTACHMENT 1
LAND OWNERS AND ADDRESSES

Sludge Management
Specializing in Beneficial Use
ATTACHMENT 1
OWNERS AND ADDRESSES
Steve D. Mitchell
Route 7, Box 341
Taylorsville, NC 28681
William L. Barkley
Route 6, Box 477
Taylorsville, NC 28681
Bill Pope
Route 2, Box 4
Taylorsville, NC 28681
[phone]
[phone]
[phone]
a
Bio Gro Systems, Inc. 0 12701 Lancaster Highway • Pineville, North Carolina '_3134.[phone] • Fax [phone]

ATTACHMENT 2
TCLP TEST RESULTS

��� PAR Laboratories, Inc.
PnaoRnroRiEs, INC. 2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
April 1, 1992
Reference No: 92 1134
Made For: Bio Gro Systems
12701 Lancaster Highway
Pineville, NC 28134
Attention: Robert Hamilton
Analyses of: Submitted sample for TCLP
Marked: Wastewater sample from Taylorsville
Received On: 3/19/92
Analyses:
pH Value
6.5
Corrosivity
Non
Reactivity
Non
Flash Point (OF)
>200
Ignitability
Non
(PPm)
Arsenic
<.5
Barium
<10
Cadmium
<.l
Chromium
<.5
Lead
<.5
Mercury
<.02
Selenium
<.1
Silver
<.5
Paint Filter Test Free Liquid

��� PAR Laboratories, Inc.
r.�soaaroRiEs.avc. 2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
Reference No. 92 1134 Continued
Respectfully Submitted:
PAR Laboratories, Inc.
Benzene
<.05
Carbon T etrachloride
<.05
Chlordan e
<.003
Chlorobenzene
<10
Chloroform
<.6
o-Cresol
<20
m-Cresol
<20
p-Cresol
<20
Cresol
<20
2,4-D
<1
1,4-Dich lorobenzene
<.75
1,2-Dichloroethane
<.05
1,1-Dichloroethylene
<.07
2,4-Dinitrotoluene
<.013
Endrin
<.002
Heptachl or
<.0008
Hexachlo robenzene
<.013
Hexachlo robutadiene.
<.05
Hexachlo roethane
<.3
Lindane
<.04
Methoxychlor
<1
Methyl ethyl ketone
<20
Nitrobenzene
<.2
Pentachlorophenol
<10
Pyridine
<.5
Tetrachloroethylene
<.07
Trichloroethylene
<.05
2.,4,5-Trichlorophenol
<.2
2,4,6-Trichlorophenol
<.02
2,4,5-TP Silvex
<.l
Vinyl Ch loride
<.02
John S. Rice
Laboratory Director

ATTACHMENT 3
SLUDGE ANALYSIS

REPORT NUME' \) A & L EASTERN AGRICULTU( LABORATORIES,
INC.
�i
R68-298A 7621 WHITEPINE ROAD, Rit -IMOND, VA 23237
PHONE [phone] FAX [phone]
f(
SEND BIO GRO SYSTEMS, INC TOWN OF TAYLORSVILLE NC SAMPLES
TO: CUSTOMER: +
180 ADMIRAL COCHRANE DRIVE BY:
SUITE 36W.
ROBERT HAMILTON
ANNAPOLIS$ F1D 21401
rDATE of REPORT 03/26/92 PACE 1 SLUDGE ANALYSIS REPORT
:..::.::.•:.:..::..:.::.:.:.:::.:..:::::•:::::.::..:... :.
.:.::.:..;:.;.;.:.:.:....:.::: .:.:.... .:.... r.. .. ..otaa-... :... Mag ..:.:
:>::<:;»: : > <:rSolldt.... Nitrogen :;::. -' '' SuHur ;Calcium :., :' � Sodium . .: Iron
LF ... ..... . , .:. ':_ :;;:. : nealurn > .; % Na �. �® r... ntlm
•.: horue.; slum.:.
.Mango- Co r:... Zinc
PNo
neee PP►n .. i'P
Cu •;:;'m`.;Zn
AmrAanld �`
. N itr en N1�
:;:.>::...::..;...::::.,;:.,;•;::::...:...:;::>;:•;:: ;•; .:...:...... ;.:. .:::
�DENT _ NQ 96 TKN % P;;::. % K ,: .:.. % Mg PPm Al
ppm Mn ....:
3/19/92
31344
3.95
3.2S
2.17
0.24
0.68
0.79
0.25
0.49
1720
339
280
1030
0.53
130
P
>ti
r
�•
t
'
�
�. ..
d ..:.
......
Arsenic.
�
M fY
..
lu..
_
� . �
>.
:. . ,
Calcium
artwnate
.... �
Volatile:
Sokds
.. ..
Or anlc.
Nlt r en
.. ..
Molyb-
den umni.
:'.:::: i:::'� ••:::::�:'
;ct; .
iii:'iJi::4' iii::i'
..:..........
:�i:': is is ':? i:�: i'�:
..... ...:. .
�i:'::i: :.v:J �:�:L:'
.::.:::.:>>«:
........ _....::..::::
:::-: :::•::.:::
::...._..::.:.....................:......
... .:....;;;:;
:::::.:..:::::::•::.:...
:,;,:.
• .::.::::.
........:.
- ckel........LOo
Ni .:.......
;:;:.;>: ::;.;:::.;::.::.;>;:.;
:::::::. :;:;:>:;:::.:::.::.....
:;;.;m1um;:::.:..mitrm
<_:
m :Nis.
pP..;;...;.:...PP!ri.::-::
Pb.
ppm.:As
m :H
. PP ....g
m Se
.FP, ....:
Eq. %..
PP m:.Mb
;;::::N.;:;•;>;;:.;:::;:.:;;.;
:;..
;::::
31344
3.5:
95
50
60.
0.92
6.8
N.A..
52.01
2.76
1610
All values except X Solids are on a dry weight basis. To convert % to mg/I (ppm) multiply by 19,000.
This report applies only to the sample(s)
tested. Samples an
�•
�(y•�jlJ(.:
retained a maximum at Ihldy days after
ksft-
(.f �.r.�
PAUL C.H. CHID, PH.D.
be
A / TORIE,S, INC.
.fy.; � ("! ! �` ' "U
Our nnxxb and Wien era for IM exciuslvo and confidential use of our clients.. and may not be reproduced In whole or In part, nor may any reference
made to the worlr, the result, of the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.
M
JONES

ATTACHMENT 4
TREATMENT/STABILIZATION PROCESS

STABILIZATION METHOD
The Town of Taylorsville Wastewater Treatment Plant employs aerobic digestion.
PSRP could not be verified by the conventional treatment processes using time and
temperature. However recent data has shown that plants with long sludge age or no
primaries do have acceptable pathogen densities for land application. In order to show
this we have verified reduction in vector attractiveness and fecal analysis as outlined in
EPA/625/10-89/1006 Environmental Regulations and Technology, "Control of
Pathogens in Municipal Wastewater Sludge".
As shown on the attached lab data sheet we have verified that the digestor waste sludge
has less than 6 average log density necessary to comply with PSRP equivalency.
This attached sheet also verifies that the reduction of vector attractiveness through the
SOUR test. The digestor waste sludge has less than the 1 mg. oxygen/hour/g TSS
intake at 20 C required for PSRP equivalency.
At this time only one sample has been collected for this verification. We are in the
process of collecting additional samples and forwarding that data within the next three
weeks. In the meantime, we ask that you continue the review of this application and
we will forward the additional data shortly.
misc/Philbrook

:ge 1
=_ceived: IDS/OA-/92
Webb Technical REPORT
08/24/92 09:00:46
REPORT BIOGRO SYSTEMS
TO 127DI LANCASTER HWY
PINEVILLE, NC 28134
ATTEN ROBERT HAMILTON
'CLIENT BIOGRO SAMPLES 2
,.OMPANY BIOGRO SYSTEMS
.)kCILITY PINEVILLE, NC
0
-STORK ID SLUDGE .ANALYSIS
n TAKEN TOWN OF `i'AYLORSVILLE
TRANS UPS
TYPE SLUDGE
P.O. #
INV. # - 21622
%York Order # 92-08-033
PREPARED Webb Technical Group, Inc.
BY 4320 Delta Lake Drive
Raleigh, NC 27612 lau-11-aj -
C RT FIED BY
ATTEN Client Services
PHONE [phone] CONTACT G FLYNT
SAMPLE IDERTIFICATION TEST CODES and MUMS used on this workorder
IMHOFF TANK AEROBIC 8/3/92 COLIF FECAL COLIFORM.
'._ AEROBIC DIGESTOR TANK 8/3 F STRP FECAL STREP
SOLIDS PERCENT SOLIDS
TSS TOTAL SUSPENDED SOLIDS
0
D
J)
n
D
v

,age 2
Webb
Technical
REPORT Work Order # 92-08-033
teceived:
08/04/92
Results by
Sample
SAMPLE
ID IMHOFF
TANK AEROBIC 8 3
MP
92 SALE
Date &
# O 1
Time
FRACTIONS: A B
Collected not specified Category
CpyIF
8,679
F STRP 283
SOLIDS
9.24
TSS 1060 /L
CT/G TSS
CT/G TSS
v
A
SAMPLE
v
3 SAMPLE
Date &
# 02
Time
FRACTIONS: A B
Collected not specified _ Category
ID AEROBIC DI(-ESTOR TANK 8
A COLIF ,
33,133
F STRP 102
SOLIDS
4,41
TSS—33,200
MG/L
n
CT/G TSS
CT/G TSS

Wastewater enters the plant facility through the main outfall
line, travels through the bar screen into a splitter box and is
equally distributed into 2 Imhoff tanks.
Effluent flow from these 2 tanks is discharged into dosing tanks
which allow for a 800 - 1000 gallon back up. This is then
flushed into the 2 trickling filters.
Materials from these filters flow to one aeration basin and then
to the clarifiers (secondary settling). These waters travel
through the chlorine contact chamber (25-30 minutes) waste
sludges from the clarifier are removed.to the digester. Decant
from the digester will be removed to the head of the plant and
sludges from the digester will be removed to land application.
Drying beds and landfilling has been the prior disposal methods
for biosolids.

FROM SrO-CHEM LABS, INC. 06.26.1992 14:33 P. 2
Biological & Chemical Laboratories, Inc.
Post Office Box 40
Granite Falls, North Carolina 28630-0040
[phone]
Customer:
Town of Taylorsville
Date/Tlme Collected:
6/17/92, 3 t 30pm
204 Main Avenue Drive, SE
.�.
Sample Collected by;
B. Fad es
.
Taylorsville, NC 28681-
Date/Time Received:
6/17/92, 5;45Dm
I D ;
N00026271
Date Reported:
6/26/92
_
Analysis Units
Influent Effluent
Upstream Downstream
1
@OD-5•bay mg/L
{
i
1,2
COD mg/L
11
Fecal Coll. 1100 ml
1
T.S, Residue mg1L
1,2
Ammonia, N. mg/L
I
1,2
Nitrogen, 7 mg/L
�-
1.2
Phosphorus. T. mg/L
1
pH S U's
I
Oxygen uptake..
Digester - 200C-- =
Waste Return - 200C
1
Imhoff Ta,rk - 2000
Initial 3.4
Initial 3.6
Yr.it1 11._ 3.1
5 minutes 3.4
5 minutes 3.5
nu
5 mites 3 .1
10 minutes 3.4
10 minutes 3.3
'�
10 minutes 3,0
NOTE: Date analyzed�peIrs on laboratory worksheets since
certain anakySes may rformed on different dates due, o
hold time requlrerrserts. }
Approved by: i�..l��.,.. `.• i` ,�
LaFai6tte A. Gregg, Lab Director %
*Preservatives:
1. Cool ;S 4.0 CO
2, pH c 2.0 H2SO4
3. pH S 2.0 HNO3
4, pH > 12 NaOH
S. Zn Acetate + NaOH
a ^0—r
PH ? 9

�x x-- x
/+ y- f DRYING i DCOS , �l
I
i I I
.F SLUDGE / DRYING I [FTLUENT LIT / I
G'T 37ATION Ne. 1 No. 2 Na 1 Ne.
T ALSV-I X
LSV-2 Ne.S Na ! n I
i
i� O DBV-I m OBV-2 DBV-3 8--1 DBV-4 DBV-5 —§DBV-6 X
i D V-7ADµ81t °11 D V-9 — jr Y V-10
/+ C
TRICKLING I '�
/ FILTER Ne. I C.Q.
12
O O
Y
/ �l , /•F D • ry / 1 j! j RPV-4
SPV-
K / OPERATIONS O \\� // /'•• '
I BUILDING b DOSING
1
E -$ DOSING
CHAMBER
I / ID \ O
XL
/
4 �
/
FLOW
/
I SPLITTER—�
/
I BOX
WV-1
—q --"in— —4--W
/
®®WV-2
---,4-------�
--8l--
--
.INFLUENT
x
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o. w.L.. �r..,w
.I eer,,,e1.•
Q
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� � r
TRICKLING
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SPV-1
1 I I,I
T PRIMARY SLUDGE
1 PUMPINO STATIOII
i
vSv-I,PSV-2,PSV-3,
PSV-4,PSV-5 x
DV-5
RPV-2 RECYCLE
\ PUN PING
STATION
RPV-I,RPV-5
ION o
e o
o CLARIFIER °
o• *CV-3
(TYPj
'FIGURE I.S.1
L�Nb
NEW LINE
EXISTING LINE — — _ •' —
WATER LINE —W-
--W--
I ADV•B, ADV-9,ADV-10
2- ADV-B,ADV-.9, AOV-10
3 ADV-5,ADV'6,ADV-7
4 ADV-S ADV-6 ADV-7
Ll
1D
Z
a
a
Q
}
d
mr:

ATTACHMENT 5
OPERATIONS PLAN

A. INTRODUCTION
This operations Plan contains detailed operational procedures
designed to comply with applicable regulations and guidelines.
Additional procedures and constraints have been incorporated
based on Bio Gro's previous land application experience with
the ultimate objective being a land application program that
safeguards public health, surface and groundwater supplies and
provides an agronomic benefit to the project area.
B. GENERAL DESCRIPTION OF PROJECT
Aerobically digested sludge generated at the Town of
Taylorsville Wastewater Treatment Plant will be land applied
in a liquid form.
Sludge will be loaded at the, wastewater treatment plants and
transported in tank trailers to permitted land application
sites. Bio Gro Systems will land -apply the sludge on approved
sites in accordance with the operational procedures described
herein and at rates set in the permit.
C. LAND APPLICATION PROCEDURES
1. Sludge Removal, Transport, and Application
a. Sludge removal.
Sludge will be removed from the aerobic digesters
at the wastewater treatment plant with a
submersible pump.
The sludge will be pumped through a six-inch
flexible wall hose to a loading tower. The
flexible wall hose will be connected to rigid PVC
pipe at the loading tower. A remote control switch
will be located at the top of the loading tower to
control the power source to the pump in the holding
tank. The tractor/tank trailer units will pull
under the loading tower with the tank trailer being
filled trough a hatch located on top of the
trailer.
b. Sludge transport and method of land application.
Sludge will be transported from the treatment
plants in tractor/tank trailer units to
approved land application sites. The
transport trucks will deliver the sludge to a
high -flotation land application vehicle
stationed on the field receiving sludge. The
sludge transfer will be through a suction hose

and the land application vehicle will perform
all sludge.distribution.
Sludge distribution on the sites will be uniform
throughout the distribution area. To ensure
adequate control of the application rate for each
site, the equipment used for spreading the sludge
will be calibrated by measuring the amount handled
on a known square footage. While the rate of
discharge from the application vehicle is fixed,
the speed of the equipment can be adjusted to
maintain whatever flow rate is desired to achieve
specific application rates.
The mode of application will be subsurface
injection or surface application followed by
incorporation by.. discing. Injection and
incorporation will not occur on pasture and hay
fields or on cropped fields where the farmer has
adequate crop residue and wants to maintain a no -
till or minimum tillage system.
The method of application is selected based on the
crop that is being grown and the tillage practices
being employed by the farmer. Since farm operators
typically rotate different crops and tillage
practices in a specific field each year, it is not
possible to determine exactly what method of
operation will be used on each field at this time.
Prior to each application, a representative meets
with the farm operator to determine what crop is
being planted and what tillage practice is being
employed for a particular field. If row crops are
being planted using conventional tillage methods,
the sludge will be injected. If the farmer is
planting the field using no -till practices or the
field is in pasture or hay, sludge will be surface
applied.
If there are any sites that have seasonal high
groundwater conditions that preclude incorporation,
the sites could be surface applied. However, a
better alternative would be to place seasonal
restrictions on the site and conduct operations
only during periods when seasonal highs would not
be encountered.
Equipment to be used on the project includes:
1. Two -to -three totally enclosed, watertight
tanker trucks of 6000-6500 gallon capacity.

2. One high -flotation land application vehicle of
2000-4000 gallon capacity.
Operations will be discontinued during periods of
inclement weather and will not be resumed until
sufficient drying of the fields has occurred.
The truck units will be inspected, licensed and
appropriately marked as required for the" purpose of
transporting the sludge material.
C. Storage
Town of Taylorsville provides storage for the
sludge during non -application periods in the
existing digesters.
2. Site Operation
a. The sludge will either be injected or surface -
applied followed by incorporation through discing.
Discing and injection will not occur on pasture and
hay fields or on cropped fields where the farmer
has adequate crop residue and wants to maintain a
no -till or minimum tillage system.
b. The amount of sludge applied will be limited. to the
annual allowable dry tons per acre as required by
the permit for the site.
C. Buffer zones will be observed as follows:
1. Distance from traveled surface of roadway: 25
feet.
2. Distance from on -site residences of the
landowners receiving sludge: 100 feet for
surface or subsurface application.
3. Distance from any habitable residence or place
of public assembly under separate ownership or
which is to be sold: 200 feet injection or
surface application with same day
incorporation; 400 feet surface application
without incorporation. These distances may be
reduced to 100 feet with written permission of
the resident. The form used for obtaining
permission is included in Attachment 1.
4. Distance from any well with the exception of
an approved groundwater monitoring well or a
well that has been permanently abandoned in
accordance with state regulations: 100 feet.

5. 100 feet between surface sludge application
area and waters classified as WSII, WSIII or B
and 100 feet between the application area and
the Mean High Water Level of waters classified
as SA or SB; 50 feet between subsurface sludge
injection area and waters classified as WSII,
WSIII or B; and 100 feet between the
application area and the Mean High Water Level
of waters classified as SA or SB.
6. 100 feet between any surface sludge
application area and any stream, Lake or
river. 50 feet for subsurface injection.
7. Distance from groundwater lowering and surface
drainage ditches: 25 feet.
8. Distance from .property lines: 100 feet unless
the adjoining property owner concurs with
sludge application closer to the property
line. The form for obtaining adjacent
landowner's permission to apply sludge up to
their property line is included as Attachment
2.
Buffer zones will be flagged or marked and no
sludge will be applied within the buffer zones.
The most restrictive buffer will apply in combined
situations.
d. Provisions will be taken to prevent soil loss
through erosion. Provisions will include contour
application and avoidance of areas where surface
drainage patterns result in concentrated flow of
runoff from rainfall.
e. Seasonally wet areas are of concern only during
very brief periods of the year with abnormally high
precipitation, usually during the months of
December through March. In the unlikely event that
such seasonal ponding does occur these areas will
be. buffered by flagging. In addition, good
agronomic practice requires that areas which are
unseasonably wet and would produce rutting or
damage to the field should not be utilized for
sludge application or any other farming operation
during those periods.
f. The amount of sludge applied will not exceed the
hydraulic capacity of the soil at the time of each
application. In no case will it exceed 27,000
gal/acre (one acre inch) per day. If a subsequent
pass across a field- is necessary to achieve the
desired application rate, sufficient drying time

ATTACHMENT 6
SOIL SCIENTISTS REPORT

Soii Scientist Report
The sites contained in this package were evaluated by
examining existing USDA-SCS Soil Survey information, the soil
material exposed in a series of hand auger borings and by soil
sampling and testing. Other important items that were taken into
consideration were depth to bedrock and seasonal high water table.
Topography
Slope on these sites are typical of the area of the state.
The slopes range from nearly level to the maximum of approximately
10 percent. Topography will not limit injection but surface
application of biosolids may be restricted in some areas.
Soils
The soils information necessary to determine suitability for
the land application of treated biosolids must address both
agronomic and engineering properties of the soil materials
encountered on the sites. These properties can be evaluated on a
preliminary basis by examining published literature such as that
contained in Soil Surveys published through the Soil Conservation
Service. In addition, an actual site investigation is necessary to
confirm the soils information contained in the soil survey. The
soils were evaluated by examining soil material extracted from the
sites with a hand auger. Hand auger borings were taken at selected
locations on the sites representative of the major soil types
represented in the soil survey. The soil material extracted was
evaluated with increasing depth for selected properties. Those
properties include: depth, color, texture, presence of restrictive
horizons -and presence or absence of a seasonal high water table or
bedrock within 3 feet of the biosolids application zone. In
addition, a series of core samples were collected and composited
from the plow layer on the sites to determine soil cation exchange
capacity and pH to establish background levels for selected site
constituents. The results of the auger borings and core samples
are contained in this submittal.

Application Rate Recommendations
The biosolids generated for this project have been tested and
verified as non -toxic, non -hazardous and suitable for application
onto agricultural land.
Based on the analyses nitrogen and zinc are the most limiting
factor to the annual application of these biosolids. At the
_ nitrogen application rate sufficient phosphorus is also applied.
The farm operator will need to apply potassium since the sludge is
low in this element. Phosphorus should be added if soil tests
indicate that the soil is low in this nutrient. Salt additions at
these application rates do not pose a problem. In general salts
are not a problem in humid and sub humid regions because there is
sufficient rainfall to leach them down through the soil profile and
away from the crop root zone.
The soil test results indicate that the cation exchange capacity of
the soils fall within the 5.3 to 8.4 meq/100gram range. Based on
this the most limiting metal in terms of cumulative loading is zinc
and it would take approximately 39.9 years of annual applications
to reach this level based on the highest application rate of 3.2
dry tons/acre.
The hydraulic loading rate will be limited to 27,000
gallon/acre/day for liquid application. Sufficient drying time
will be allowed between applications to prevent hydraulically over
loading the site.
Soil testing of the proposed sites indicates that the cation
exchange capacity of the topsoil material on the sites is generally
in the low to medium category. Research conducted in recent years
has shown that soil chemical properties such as low cation exchange
capacity are not limiting factors when low metal biosolids are
applied at agronomic rates. Heavy metal recommendations contained
in this submittal reflect the lowest cations exchange capacity
category currently utilized to establish EPA loadings.
conclusion
The material proposed for application on these sites is an
excellent source of nutrients. Neither biosolids characteristics,
sites characteristics, nor soil characteristics should preclude use
of these sites in a land application program. With careful
operation and strict adherence to Federal and State regulations
these sites should be excellent sites for biosolids application.
\
�----oral
Soil Scientist
Bio Gro Systems

Residual Nitrogen Mineralization Calculations
Since biosolids from the Town of Taylorsville is primarily
aerobically digested a mineralization rate of 30% was utilized.
While most of the mineralizable organic nitrogen in biosolids is
converted to inorganic nitrogen in the year it is applied, there is
some continued decomposition of organic nitrogen in succeeding
years. This continued decomposition of organic nitrogen can
provide a small portion of the nitrogen needed for crop growth in
subsequent years. It is important to note however that
agricultural fertilization including biosolids utilization is not
an exact science but rather a science of averages. This is
especially true because weather conditions effect so many
agricultural parameters including mineralization. Mineralization
rates and estimates of organic nitrogen released in subsequent
years used by State and Federal regulators are average values for
specific types of biosolids. Because these are average values and
because of the very small amounts of nitrogen mineralized in
subsequent years it is somewhat risky for the farmer to rely on
carry-over nitrogen for crop production.
It is incorrect to assume that the same acreage would be used for
five years and that the most conservative application rate would be
applied (small grain). If the lowest application rate was used,
the project would require 23 acres per year. Since this
application contains 134.8 acres, and the fields will be rotated,
there is really no need to calculate for carry-over nitrogen to
ensure an adequate land base.
There is no way to accurately calculate residual nitrogen loading
for five years because the PAN and organic nitrogen number for each
year will be different. Also the amount of sludge to be applied
annually may change over the five year period.
Based on the above information and the fact that the Town of
Taylorsville has almost 6 times the amount of land actually needed
per year, calculating five years worth of nitrogen mineralization
would be meaningless.

KEY TO SOIL BORING LOGS
U-NIE7
SITE PLAN MAPS
Soil boring locations are indicated on the Site Plan Map.
Note: Soil Borings were conducted on the following dates.
.1 = Boring,Number 1
FIELD NUMBER DATES
AL 1-1 April 29, 1992
AL 2 1-4 June 1, 1992
AL 3-1 June 3, 1992
KEY TO SITE PLAN MAP
O- well locations
O- field boundaries
O- soil boring and number
buffer zones
*Please see soils information for results of auger borings.

. ......lg......
... ... ....
.. ..
BETHLEHEtA
2.0
- 6.0
2.0
- 6.0
SANDY
LOAM
0.06 -
0.10
LOW
>6.0
BUNCOMBE
RAPID
>6.3
RAPID
>6.3
LOAMY
SAND
0.06 -
0.08
LOW
2
CECIL
0.6
- 2.0
0.6
- 2.0
SANDY
CLAY LOAM
0.13 -
0.15
LOW
>6.0
CHEWACLA
0.63
- 2.0
0.6
- 2.0
LOAM
0.13 -
0.15
LOW
0.5 1.5
(NOV.-APRIL)
DOGUE
2.0
- 6.0
0.2
- 0.6
SANDY
LOAM
0.08 -
0.15
LOW
1.5 - 3.0
(JAN.-MAR.)
PACOLET
2.0
- 6.0
0.6
- 2.0
SANDY
CLAY LOAM
0.08 -
0.12
LOW
<6.0
I RIVERVIEWI
0.6
- 2.0
.6
- 2.0
FINE SANDY LOAM
.12 -
0
LOW
3' - 51

ATTACHMENT 7
AGRONOMISTS REPORT

Agronomist Report
Several factors should be taken into consideration in
determining sites agricultural suitability to receive biosolids.
These factors are soils, crop rotations, loading rates and nutrient
requirements.
The crop types and cropping schedules are investigated prior
to a site being considered as a biosolids application site. The
sites in this submittal consist of row crop land (corn, soybeans,
small grains) with some permanent pasture and hay land.
Biosolids analysis information is reviewed to determine the
most limiting application rate factor. For this project. nitrogen
is the most limiting factor. Due to the low solids content of the
biosolids hydraulic loading limits may also limit application rates
in that more than one application pass may be needed to supply the
nitrogen requirement of the crop to be grown.
When applying to row crops, biosolids will be applied prior to
planting or after harvest (this would provide nutrients for the
next planting). Timing of application is important with permanent
pasture and hay crops. Biosolids should be applied on these crops
after a grazing period or hay cutting. If hydraulic loading limits
require that more than one pass be made on a field in order to
satisfy the nitrogen requirement of the crop being grown, the field
should be allowed to dry sufficiently prior to the next
application.
Soil testing of the sites included in. this application
indicates that soil pH 6.0-6.5 on most sites.. . The lime
recommendations are generally made based on raising the pH to a
standard of 6.5. The nutrient requirements are a direct function
of specific crop needs. Recommendations found in the University
System and Extension service publications for specific crops should
be used to determine nutrient requirements. Application rates are
based on the annual nitrogen requirements for each particular crop
being grown. This application rate will also supply sufficient
phosphorus for plant growth. In many instances such as with zinc,
sulphur, and copper essential micro -nutrients are also supplied to
the plant. The resulting trace metal loadings at nitrogen limited
rates are minimal. Because of the low levels of metal additions
there, is no cause for concern with regard to concentration of
meta�s in plant tissues. Salt additions at these application rates
do not pose a problem. In general salts are not a problem in humid
and sub humid regions because there is sufficient rainfall to leach
them down through the soil profile and away from the. crop root
zone.

The crops being grown on the site in this submittal are
primarily corn, soybeans,_ wheat, other small grains, permanent
pasture and hay. There are no restrictions on harvesting and
marketing any of these crops other than there shall be no animals
grazing on sludge applied fields for 30 days following application.
My review of the soils and crop rotations proposed for this
project find the submitted sites to be suitable for the land
application of sludge.
Agronomist
Bio Gro Systems

ATTACHMENT 8
Calculations of Most Limiting Constituent
and
Site Life Evaluations

TOW OF TAYLORSVILLE, NC - ADMICAlLY DIGESTED
DQSAW RATE EVALUATION: CEC 5-15 meq/1009
---------------------------------------
CONCENTRATION
LBS/DT
Atlauuble
Allo6mble
PARAMETER
(PPM)
of Sludge
---------
lbs/ac
--------------
OT/AC
------
--- -----
PAN (inject)
-------------
13,710
27.42
100 - 250
3.64 - 9.1
PAN,(surface)
11,060
22.12
100 - 250
4.52 - 11.3
p
21,700
43.40
200
4.6
K
2,400
4.80
Cd
3.5
0.007
0.45 am:
64.3 am.
4.45 Cua.
635.T cm.
Cu
280
0.56
250
446.4
Zn
1,030
2.06
500
Z42.7
Ni
50
0.10
250
2,500.0
pb
60
0.12
1000
8,333-3
Formulae:
Plant Available N = fj (ppa 0" N) + WE NM3H) + (pp" No NIO.002
(inject)
Plant Available V = f1(ppm Org N) + vl(pp NN3 N) + (mm N5-N)0.002
(Surface) 1
parameter (Lbs/OT) = parameter (ppn) x 0.002
TERMS:
f I- mineralization rate = 0.30
v = non volatilized fraction of Nfl,-4 = 0.50
p A fable Nit J3
= Plant val ro0en
----------------------------------------------------------------------------------------------------
CEC 5 - 15
DT SLudge/AC
P
K
METALS: LIFETIME YEARS BASED ON
PAN b P DT/AC
CROP
PAN lbs/acre
(surf am)
Ibe/acre
lbs/scre
Cd
Cu
Ln
Ni
-_Pb-__
Corn
220
9A5
431.66
47.T4
63.92
56.25
44.89
39.50
24.40
21.48
251.36
221.20
83T.86
737.33
Fescaa/CLuver/AtfaLfs
250
ISO
11.30
6.78
490.51
294.30
54.25
32.55
93.75
65.03
35.79
368.67
1,22a.89
Sin
West i Earley
------------------------------------------------------------------------------
100
4.52
196.21
21.70
140.61
911.75
53.64
552.90
1,843.25
!EC 5 - 15
OT Stud"/AC
P
K
METALS: LIFETIME YEARS BASED ON
PAN DT/AC
CROP
PAN [be/acre
(inject)
Lbs/scre
lhs/acre
Cd--
Cu
-- ?�---
Ni
--Pb
Corn
220
8.02
348-20
38.51
79.24
55.64
30.25
311.60
1.038.68
Fescue/Clover/Alfatfa
250
V-12
395.60
43.76
26.Z6
69.TJ
116.22
48.97
$1.61
26.6Z
44.37
274.21
45T.04
914.04
1,523.46
Soybea"a
150
5.47
3.65
237.40
15a.25
1T.51
174.31
122.41
66.55
6B5.49
2,254.96
Went & Barley
100
J

Sludge Management
Specializing in Beneficial Use
FIELD SUMMARY SHEET
STEVE D. MITCHELL
AL 1
FIELD
GROSS ACRES
NET ACRES OWNER
1-1
21.8
17.6 STEVE D. MITCHELL
TOTAL
21.8
17.6
LATITUDE:
81 13100"
LONGITUDE: 35 52'00"
lJ
Bio Gro Systems, Inc. • 12701 Lancaster Highway • Pineville, North Carolina 28134 0 [phone] • Fax [phone]

a
7� 1eriis
REQUEST AND CONSENT FOR SLUDGE
SOURCE
FARM O]
ADDRES
PHONE:
TOTAL ACREAGE: COUNTY:
FARM L(
CROPS:
1. I agree to be responsible for adhering to the following conditions, where applicable,
and will hold Bio Gro Systems harmless from any adverse consequence resulting
from my failure to meet such conditions:
a. The soil pH will be adjusted to 40�� when sludge is applied. (This may be
accomplished through the application of lime -treated sludge.)
b. Cattle intended for meat production may not graze on treated fields for 170 days.
C. Animals intended for dairy production may not graze on treated fields forlY ays.
d. Human food crops that are eaten raw, and that come in contact with soil, may not be
grown on treated fields for months.
e. Public access to treated fields will be controlled for months.
f. Tobacco has been found to accumulate cadmium; therefore, it is strongly
recommended that tobacco not be grown on treated areas.
2. Bio Gro Systems is willing to apply the sludge without charge to me.
3. I understand that successful crop production depends on many variables, such as weather,
soil conditions and specific farming practices. I have also read and understand the document
entitled "Important Information About Using Sludge as a Fertilizer" which is on the reverse
side and incorporated by reference.
ex
�1� Page 1 of 2
OPERATOR'S IG g
Bio Gro Systems Incorporated Rev 8/90
1916 Forest Drive • Annapolis, MD 21401 • [phone]

PAGE 20 (4/91)-----
Notification of cancellation of this agrxment shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
111lI111l11IlIIIII11111111!llltltl IIIII[I11111111lIIllII111tllllllllllllllltlllll111111111111!lllllll111lIIIllllllll
STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as required by the sludge or residual land
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 sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge or residuals to privately
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the_
results of each soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual application. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Permittee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
20 of 25

PAGE 21 (4/91)
9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the most recent
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge/residual application. Such controls may include the posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry, 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 sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application_
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or
• incorporated at each site.
17. Any duly .authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the application site and
facility at any reasonable time for the purpose of determining compliance with this
permit; may inspect or copy any records that must be kept under the terms and
conditions of this permit; or may obtain samples of groundwater, surface water,
or leachate.
I111111t1ltllllilllltlltllitlltllllilll1I1111tt111Ii1!lllllillllll]11IlI111111111111llllIlllllll1111I11111111111111t
RESTRICTIONS:
•
21 of 25

T_arTd nwrrce,; Aereerrtent
raac4ofI
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIIIIIIIII1IIfIfitI1I1IIIIIIIIIIIIIIIIIIIi1IIIIIIIIIIIII!
'%� a ccad this land awnc:'s ap=mc.-t
and do ht_..by Banc permission to the? rtiucc to appIy
sludge to my lands as spcc:ficd hc=--,t.
L.=d Owr.=
- Da_a
NORTid C.AR0L7YA,, 16 Ca1Y/o%.Ii COUNTY,
c'tatoey Public, do he:tby:3y43 UI, the undc.si ed N,
persom-z-77y app=red before me this day and
signed the foregoing instru.T.ent.
WiPiESS ti;y ha_^.d artd ofZcial sea? this day of , I9�4.
MY NmMrs NOTARY P U3 LIC
My cozr fission Expires S+Ott Fxgirfi p'a ; + �," -
;1�°'���
" SQL
s�at.;4 r.
have =d this land ownc.' agreo.�t,::tt
and do h4n:by agree to abide by the rdpu ^eons and
r-..s=.r'crs as speai::: d. h,— -n.
Lessee
_ 9Z
b
I, �6t� � W d � ,•- _ •gam � have :^.d this lard owcte: s a,.^:: r:e^c
aad de i•.:.:.by asr..: to abide by the stipuIadons and
rrs-:c_crs as T=u1-1 h=--in.
U
Da._

L,AaND APPLICATION OF RESIDUAL SOLIDS
PAGE 19 (4l91)
•�Lori�j_ �La�roZttts �Li�L��ot� o�
AGREE-NaN I' FOR THE LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permitter: TOWN OF TAYLORSVILLE
ContactPe:Son: ROBERT W. DUNCAN, PUBLIC WORKS DIRECTOR
Address of Pe.,=rzc: 2 04 ' MAIN AVENUE DRIVE, SE
TAYLORSVILLE, NC 28681
:._ list of Sludges or residuals to be applied -to these lands:
LIQUID AEROBICALLY DIGESTED
* Site ID Nunber•.
* Feld Nunbe::
* Locadon of Und to be used for sludge or remdual applicadon (include map for each site):
Owner of P.-openny used for sludge or residual application: STEVE D. MITCHELL,
Lessee of Propervj (if appropriate):
Land use or copping patt=s:
Intended use.or disposition of crops:
NOT FOR T1TPL-= WTTM1AT- r-nA;SZ;4I'2=T?4;
IlII111I1I1IIIIIIIIIiItIII1I1II1IlI1IIIIIIlI1IItIIIIII]IIIIIIIIIIIIIIIIIII111Illi1illlIlt(IIIIIlIl1I]IIiIItI11i1lIIi
The undersimed lard owner or his representative hereby pe.:. rz
TOWN OF TAYLORSVILLE
lie.vinaft m as the Per ittee, to apply the above listed sludges or residuals upon the 11and
at the loc= on shown as desciaed herein in accordance with the ces7ictions and stiaula dons as
given below. The landowner or his representative rect-Wes, in consideration, full use of the
nutrient value of the applied sludge or residuals while the Permit-•,,,;, ..ccives, in cansidemon, the
use of the land desc=bed above for the disposal of digestm sludge or, residuals. This a- ement
shal rcma�—., in c5ect for the leag:h of the Division of Envimns.enta1 lrianage:.ieat land applicadon
pe:.. 't and sh-11 be renewed arch time the land applicadon pe.�.dt is -enewed. The undersigned
la_rtd owneror his m—OreseZmt ve a--.d the PeIminec a, —me to abide wl_Z the following reszicdons
and stipulations uht ?such time as w;�Ren notification, given chivy (;0) days in*advance, mod:fics
or cancels this Land owner's AQ-etmenr .
*SEE SITE SPECIFIC INFORMATION,
19 or 25

•
is
FIELD DATA SHEET
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 1-1
OPERATOR: STEVE D. MITCHELL
COUNTY: ALEXANDER .
TOPOGRAPHIC QUAD: MILLERSVILLE, NC
SOIL SURVEY: NOT PUBLISHED
PREDOMINANT SOILS:
BETHLEHEM GRAVELLY SANDY LOAM (BeD)
ACRES
GROSS: 21.8
NET: 17.6
OWNER: STEVE D. MITCHELL
SHEET NO.• B8
SOIL TEST RESULTS: pH: (SOIL) 5.9 (BUFFER) 6.8 CEC 6.1
ADDITIONAL COMMENTS:

.0
-0
Specializing in Land Application • Sludge Disposal
19a71 \9G',, �5. — � .•_ 1� GF �- O N O S , JOHNNY Yi
416i D 11417) m
a I j
P 1 0 OOTE MOOSE RC'W m O UR
C'11,1t\ 'ly (13 7)' ESE L P ¢ c
G E Ca.97, j • 9F NE (17 9
•r MIN. RIOG
= Pt B O � . •� 90 m
OF ELLE tEPO a f �� pfineCARSOry CNq
y ND N115 .k -Ni F< ( ^ a (1q7
= 9m O(iC501 n, �� �OF 2e 11318) y L� ARSVILLE N 90, ALL ���, a WAttS R
O �, q C DDy FORK A OTHER SI G
r ROCKY SPRIN
9 .1p.90 1 9) A c HEALING' O v .Co 2 cc
oLo (3 a ©x _ SPRINGS°' m \ �\
C
ELLENDALEp �cti Fl o W a`r�, 9NE LN1
aQ 0�1°0\ m 2 % Jj yp SP9iYC n 9 — 64
n) •o n 09 of
�-
}
/ t SIPE RD 1t 2 w ^o, ? o //
WILLIE OtS0 �151 yJ (7 = a / •19G a SOS
t, .cl / O Ott 11 OJ v0 O P . l
s9i 7j�0 F C SLY PEESE ^2 11 ) LN NO a
/ �f•Fll y e tS`Oa 12671 �•F CHA PNTAiE
1,ED C C S� yF a o
OJ ARR/
< Fy ) 1117 �� 4q, 3
= l00 ¢ = CORNERS w ^ RD 11 1 s so
�779oRE RO UNJ 44A CEDONIP CH. Flo 9
q) ��• � FOB "' \ �` 6 flO w SFAIRGROUNDS (1 bDt\ .! O (/606) -TAI
LILEDO O y a e RD 071Q PO
BAL D m eiv, SHp R r ) o I`J a
, KNOB 99� �, 6) \,^tie\ n1a>Rr Cu'. RD " <o `, oC,
p I ll� r
9 1 FOXCr(7 1`�.!WOOD C
`'A �N BPRRE 7Zg) 0 M P S 0 N LN 1
P (116 ^ C' co
u ^pP BA T W W Gym m
�-ITN MIKE IN LN ST. JAMEE < V
O (1130) SiL1i(1662) 2
c 1950, ISEGG (OUq PAaK O
O ' y Ir D 1667) r 11610)
=� ALSPPUG m RD
�Jo O Z o
Om PF g1,A KBERR Y i� h tOWN 'aJ RD 1, ^�so O� .%, �q v
(126 �� RD a POJE 'PO 115�., aER LN +'a 'A 1V
%A \ LOWE,9 i ZPAiNBOW9 N to a2
i 00 111 ARL E. FNER LN (1 GRASSY RID
ERGE QP
JE T OS MI SVILLE CH. AD (117 V9 ry
t�PlG °y
RD /TrLE 4,.H,G MILLERSVILLE ('6
90 (11 ) GTO 0�9N 1, ENOsy �0<�9
7y �• 9 ¢ /P 1i0
RO
n�i O C,y (� .,v
ANES LN (1 Ba �� zz
O �1t1 �16 4;
1 1 m RINK OA N m= v FH7 Q
�ooR"000/ a° y A h r W 1137) < F'YO CH. RO P
n 10 'JTJ ti`Q•O 0 /17'70 S�Ip NE50
or11 �"/yo°a 21j� AM m RINK Q� G4 B,q9 / PAY
1 oq 01 D E Li LE '/ PO` v D 1`��0\?�pG�
O 9O 6ia7E t
`
•ma
Ga
,FF4W
R9112771 V
J Pan)
p0 R1 IVER �J/ )
40 L' ' N�Jv �911+'N' 4 •
PM i°PfE+'o¢, ro J Obi y7C LS C m_ 6 r0-
°�' C^ 0C �_ Q o p11NTY
STEVE D. MITCHELL
SCALE 1" = 2 MILES AL 1-1
VICINITY MAP
N
Bio Gro Systems Incorporated
-- r•+_.. I1 r1A A — — — I:— .­.--J r1y A A

•
•
rj
rYS9%t S
Sludge Management
Specializing in Beneficial Use
FLOOD PLAINS
No fields for STEVE D.MITCHELL (AL 1) are located within the 100
year flood plain.
In'
Bio Gro Systems, Inc. 0 12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone] • Fax [phone]

Specializing in Land Application • Sludge Dispbsal 1
\U ��rJ_-�-. Ali +;c - ' . �• _- \-- -� \// , - ^`
arcett`o�aa/ `J.i1��•
If
50
Buck // JI Friendship f J'~
/ Ch ��r==== �I ` /
of
It 02 It
134
ay li
QO
..: __ �.._ _� � __ __ _ -=Amy-�� _ � • .\ \ . _ r\• / - ` _ J 'I
1137 Cha+. L-- -
1131.
/ .�/ / / • /' � :' . �J'- : %+ Lam- //
1124
11 •� � ,!
SCALE 1" = 20001 AL 1-1 MILLERSVILLE, NC
FIELD 1 (1970)
TOPOGRAPHIC MAP
Bio Gro Systems Incorporated I

0 SOIL SERIES: BETHLEHEM
PROFILE.DESCRIPTION: The Bethlehem series consists of moderately
deep, well drained soils on ridgeetops and side slopes in the
Piedmont. These soils formed in residuum weathered from
sillimanite schist. Slopes range from 2 to 15 percent. Bethlehem
soils are commonly adjacent Hibritten, Pacolet, Rion, and Chwacla
soils. '
SOIL SERIES: BUNCOMBE
PROFILE DESCRIPTION: The Buncombe series consists of deep,
excessively drained soils on flood plains, These soils formed in
recent alluvium along the larger streams. They have a brown sandy
surface layer, but they lack a B horizon. Slopes range from 0 to
8 percent.
These soils are low in organic -matter content, natural fertility,
and available water -holding capacity. They are strongly acid. The
Buncombe soils occur with the Congaree soils. They are deeper,
lighter colored, and coarser textured than the Congaree soils.
SOIL SERIES: CECIL
10 PROFILE DESCRIPTION: The Cecil series consists of well drained,
nearly level to steep soils on Piedmont uplands. Typically these
soils have a sandy loam surface layer about 7 inches thick. The
subsoil is dominantly red clay and clay loam 43 inches thick. The
underlying material is multicolored, loamy saprolite of acid
crystalline rock. Slopes range from 0 to 25 percent. Bedrock is
at a depth greater than 60 inches.
SOIL SERIES: CHEWACLA
PROFILE DESCRIPTION: The Chewacla series consists of somewhat
poorly drained soils on nearly level flood plains. Typically, they
have brown loam surface layers, 8 inches thick. The subsoil is 50
inches thick. It is dark yellowish brown and yellowish brown silt
loam in the upper part, light yellowish brown loam in the middle
part, and light brownish gray silty clay loam in the lower part.
The underlying material is sand and extremely gravely sand. They
formed in fluvial sediments. Slopes are 0 to 2 percent. Bedrock
is at a depth greater than 60 inches.
SOIL SERIES: DOGUE
PROFILE DESCRIPTION: Dogue fine sandy loam, 2 to 8 percent slopes,
rarely flooded. Thi very deep, moderately well drained soil is on
If gently sloping low stream terraces of the piedmont. Many areas are
somewhat elongated and range from 4 to about 40 acres in size.

Typically the surface layer is dark grayish brown fine sandy loam,
2 inches thick. The subssurface layer is brown fine sandy loam, 6
inches thick. The subsoil is 44 inches thick. It is brownish
yellow clay loam in the upper part, brownish yellow clay with red
and light gray mottles in the middle part, gray clay with strong
clay loam with brownish yellow mottles in the lower part. The
underlying material, to a depth of 60 inches, is light gray sandy
clay loam.
Dogue soil has moderately slow permeability and medium surface
runoff from bare and unprotected areas, Shrink -swell potential of
the subsoil is moderate. Depth to bedrock is greater than 6 feet.
The seasonal high water table is 1.5 to 3 feet below the surface.
The soil is subect to rare flooding. Soil reaction is extremely
acid to strongly acid unless limed.
SOIL SERIES: PACOLET
PROFILE DESCRIPTION: The Pacolet series consists of deep well
drained soils with a brown sandy clay loam surface layer and red
clayey subsoil. These soils are formed from weathered rock and are
commonly found on the piedmont uplands. They have slopes ranging
from 2 to 25 percent. Pacolt soils are moderately permeable and
slightly acid. The C horion consists of a multi -colored saprolite.
They are commonly found near Rien, Wedowee, Masada, Chewacla, and
16 Toccoa soils.
SOIL SERIES: RIVERVIEW
PROFILE DESCRIPTION: Riverview series consists of very deep well
drained soils on flood plains in piedmont. Surface layer brown
fine sandy loam 10 inches thick. Subsoil 33 inches thick, yellow
red silty clay loam. Seasonal high water 3 to 5 feet below.the
surface.

.............
.............. ........
Amok
... .... .... .... ......
77:7 ........ ..
... ...........
: ..-
t Water:of an Bedrock Season
.
.......... c .0.
.............
..............
.
.......... .
......
.....
............ ..
...............
....
.... ..
...............
.. . ...........
..................... ....... ...........................
... .. ....... ........
......
Encoun. .
.
BETHLEHEM
(BeD)
AL 1-1
1
o..- all
STRONG BROWN
GRAVELLY SANDY
7.5 YR 5/6
LOAM
811-12"
YELLOWISH RED
SANDY CLAY
5 YR 5/8
LOAM
1211-25"
RED
CLAY
2.5 YR 4/8
2511-311,
RED
VERY GRAVELLY
2.5 YR 4/8
SANDY CLAY
LOAM
1YLoU-'A/'
jq -31
Mo L-r lcoco n--c
Ll I
C,hn
u
" Lf-r (WITIA
poc,(g7-,s c)- /J��o
-C- LAA--"t---
PA(AA Q'T 141 C

REPORT NUMBER
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] ALA
Fax No. [phone]
SEND
'ro:
DATE OF REPORT 'J PAGE
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
E.-- T S
BY:
N, T
M
ORGANIC
-,.:PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM.
SODIUM
pH
HYDROBASE
Cation,
'Ex-chango,
PERCENT
LAB
MATTER
GEN
SATURATION (COMPUTED)
TED)
Fl"
P2
K
M
Ca
6U,
Y.
%
SAMPLE
NUMBER
V�Q-ak Bray)
Nz',HC0 Pe'
SOIL.
H`:FE, R-'-,
Capacl ty
C.E. C
NUMBER
ENWK
RATE jj../A
A
P, PRATE
T p M
p'.p RATE
......
'P;f�K RATE
'pofiffAq'RATE
pi� Ca RATE •
iipm-Na RATE,
PH
meq/1009�,
nieq/100g
Mil
w Ca.
'.'M
No
�5
4
1
(SEE EXPLANATION ON BACK)
MANGA-
SOLUBLE
MOLY8.
PAATICAL SIZE ANALYSIS
SAMPLE
NITRATE
SULFUR
ZINC
NESE,
IRONCOPPER
BORON
EXCESS
SALTS
CHLORIDE
DENUM
SOIL
NUMBER
?403s
zo-
Mn
Fe"-;
-Cu
'R-ATE
Cl
Mo
TEXTURE
ppm-NO3-N RATE
Ppm-S RATE
ppm-Zn RATE
ppm-Mo RATE
ppm-Fe RATE-,
,
pplifcu RATE
ppin-B RATE.
mmhof/cm RATE
ppT,-Cl RATE
ppm-Mo RATE
SAND
SILT
CLAY
This reportpplies only to the sample(s) 1.5ted. SallipleS relai—d
e nu XIIIILJIsample(s)of thirty days alter testing.
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
L
a
- � 1 i; 3 PF R ii.c, R F I-, C.,

luj
i
Sludge Management
Specializing in Beneficial Use
FIELD SUMMARY SHEET
HERMAN DAIRY FARM INC.
AL 2
FIELD GROSS ACRES NET ACRES OWNER
2-1 37.4 35.7 WILLIAM BARKLEY
2-2 34.4 34.4 "
2-3 7.0 7.0 "
2-4 31.9 29.1 "
TOTAL 110.7
LATITUDE: 81 10'00"
106.2
LONGITUDE: 35 50100"
Bio Gro Systems, Inc. 0 12701 Lancaster Highway 0 Pineville, North Carolina 28134 0 [phone] 0 Fax [phone]

LL
g7irstel�s
REQUEST AND CONSENT FOR SLUDGE
SOURCE:
FARM OPERATOR: Aleyl/ all V_Da it y
ADDRESS:
7Avha svY%/e
PHONE: (7d // ) "Z-J/11
TOTAL ACREAGE: 4/1 COUNTY: /Y 1e_ 16r�r e _
FARM LOCATION:
CROPS:
1' J.
9
1. I agree to be responsible for adhering to the following conditions, where applicable,
and will hold Bio Gro Systems harmless from any adverse consequence resulting
from my failure to meet such conditions:
a. The soil pH will be adjusted to when sludge is applied. (This may be
accomplished through the application of lime -treated sludge.) �/f
b. Cattle intended for meat production may not graze on treated fields forI2 days.
C. Animals intended for dairy production may not graze on treated fields fo ys.
d. Human food crops that are eaten raw, and that come. in contact with soil, may not be
grown on treated fields for Z� months.
e. Public access to treated fields will be controlled for L� months.
f. Tobacco has been found to accumulate cadmium; therefore, it is strongly
recommended that tobacco not be grown on treated areas.
2. Bio Gro Systems is willing to apply the sludge without charge to me.
3. I understand that successful crop production depends on many variables, such as weather,
soil conditions and specific farming practices. I have also read and understand the document
entitled "Important Information About Using Sludge as a Fertilizer" which is on the reverse
side and incorporated by reference.
OPERATOR'S SIGNATURE DATE Page 1 of 2
Bio Gro Systems Incorporated Rev 8/90
12701 Lancaster Highway 0 Pineville, North Carolina 28134 • [phone]

PAGE 20 (4/91)--
Notificadon of cancellation of this agrecment shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
Illlilllll1111tl111111111I111111li1I111111I11111111111I111l1111[I1111Illlllllltl11111II111111111fllilllllill1111111!
STIPULATIONS:
1.
The landowner or his representative hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as required by the sludge or residual land
applicadon permit
2.
The landowner or his representative authorizes the Permittee, County and State
Officials or their representatives to take necessary soil, surface and ground water
samples during the term of, and twelve (12) months after termination of, this
Agreement
3.
The Permittee will provide each landowner or his representative with a copy of the
land applicadon permit as issued by the N.C. Department of Environment, Health
and Natural Resources (NCDEHNR) Division of Environmental Management
(DEM) for the land described above prior to commencement of sludge or residual
applicadon. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4.
The Permittee has provided the landowner or his representative with information and
data concerning the program for land applicadon of sludge or residuals to privately
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5.
The Permittee will furnish each landowner or his representative with a copy of the
results of each soil analysis.
6.
The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual applicadon. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Permittee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
8. No cropsfor direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
20of25

PAGE 21 (4/91)
9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the most recent
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge/residual application. Such controls may include the posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry, 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 sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application_
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or
incorporated at each site.
17. Any duly .authorized officer, employee, or representative of the Division of
Environmental Management may, upon presentation of credentials, enter and
inspect any property, premises or place on or related to the application site and
facility at any reasonable time for the purpose of determining compliance with this
permit; may inspect or copy any records that must be kept under the terms and
conditions of this permit; or may obtain samples of groundwater, surface water,
or leachate.
I111i11111t1111J11111l111l1I11111I1111l1t11111t11l11111II1111111111t1ltlllllllllllt(11illl111111111il111111111I11J1!
RESTRICTIONS:
21 of 25

Landnwnc-,J3 A==mcnc
ramc4ofs
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIfIIIII11111111HIT III IIIIIIIIIIIIIIIIIInt
itIIIIi1I1IIIIIIIIIIIIII1II11IIIIIIIIIIIIII
I /
I. i Ir �1 have read this land owners agc^rc.-nc.,
and da ifc:dby grant pc_glssion to the Pc:;nittcc to apply '
sludge to cny lands as spcc:iicd hc=in. ' //,/ / •, �L%li CG/
z�d Owner
• Die
NORTH C_4ROLLNA, COUNTY,
1, the under.mg ed Noca*-y Public, do hereby ce:.fy that
pc.sonzl?y appear f me this day and being duly swar:1, stated t:_at in. his
Presence signed the faregoing instru.^e :t.
Wi��.SS trey h?md and aFrIc:a? sea? this day of
c; 4 NOTE QY PUBLIC
S �Iiii3l .tSaiGi C iatjS i"�b»
�y cor...:�ssian Expires
b®gab/Cl\ �a.,Gas..a
y
i a �
•A'rp�•vCt
��
�Ir � cc)
+tt4towl .
have mad this land owners a :cnt
and do l ---- y ag: r, to abide by the stjpulr—cns and
rs�:tuns as speci.csed hcein.
a
I. 4'dh�-?7'W. -D n-- have rr :d Lh;s lard owners a&=:-ezc
and do h,=zby ag—.-= to abLdc by rho stipuU ons and
Da-�

LAND APPLICATI-ON OF RESIDUAL SOLIDS
PAGE 19 (4/91)
�OTtTJ QCSTOTLTCff aLIILSCOtt OE
� �tEnbiroAm2ttial �[s�agzmeni
AGREEMENT FOR THE- LAND APPLICATION OF WASTE SLUDGE
TO PRIVATE LANDS
Permicec: TOWN OF TAYLORSVILLE
Cantactperson: ROBERT W. DUNCAN, PUBLIC WORKS DIRECTOR
Address of Permi=: 204 MAIN AVENUE DRIVE, SE
TAYLORSVILLE, NC 28681
List of Sludges or residuals to be applied :to these lands:
LIQUID AEROBICALLY DIGESTED
* Site ID Nurnber.
* Feld Nurzber:
* Location of Land to be used for sludge or residual application (include map for each site):
Owner of Propery used for sludge or residual application: WILLIAM BARKLEY
Lessee of Prope.y (if appropriate): HERMAN DAIRY FARM INC.
* Land use or capping patterns:
lip
Intended use or disposition of crops:
NOT POR nTRFrrr PTTIVjet•
lII1IlIIl1IIiII1IIItiIIIIIIIIItIIIIlII1II11IIiIII1IIIiIIIIIII11IIlI1ill11till IIIIII11IlIIIItIlIII111111111111111till
The undersigned land owner or his representative hereby pe=its
TOWN OF TAYLORSVILLE
hc—,is fie: refer.---d to as the Pe='ace, to apply the above listed sludges orresiduals upon the land
a. the locadon shown as dcsc=bi herein in accordance with the restrictions and stipula dons as
given below. The landowner or his representative r=-ivcs, in consideration, full use of the
nutrient value of the applied sludge or residuals while the Pe.-rrnicec, zceives, in consida anion, the
use of the land descm.bed above for the disposal of drgestc--4 sludge or residuals. This ascement
shall rcmain in esF ect for the len, h of the Division of Environ,,.entzi Manage:rent land application
pe- ut and shy be renewed eacZ drae the land application pe.,rdt is renewed. The ur:dermpe
land owner or his representative ar-,d the Pertmittec aortae to abide wi_Z the following res-icdons
and sdpuladons until such tine as lwmaen nodncadon, given thi y (30) days idadvance, modines
or cancels this Lane owne-'s Aa-ee-ment .
*SEE SITE SPECIFIC INFORMATION
190125

a
fJ
FIELD DATA SHEET
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 2-
OPERATOR: HERMAN DAIRY FARM INC.
ACRES
GROSS: 37.4
NET: 35.7
OWNER: WILLIAM BARKLEY
COUNTY: ALEXANDER
TOPOGRAPHIC QUAD: MILLERSVILLE, NC
SOIL SURVEY: NOT PUBLISHED SHEET NO.: C8
PREDOMINANT SOILS:
PACOLET SANDY CLAY LOAM (PcB2)
SOIL TEST RESULTS: pH: (SOIL) 6.0 (BUFFER) 6.8 CEC 6.5
ADDITIONAL COMMENTS:

i
FIELD DATA SHEET
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 2-2 ACRES
GROSS: 34.4
NET: 34.4
OPERATOR: HERMAN DAIRY FARM INC. OWNER: WILLIAM BARKLEY
ipCOUNTY: ALEXANDER
TOPOGRAPHIC QUAD: MILLERSVILLE, NC
SOIL SURVEY: NOT PUBLISHED SHEET NO.:. C8
PREDOMINANT SOILS:
PACOLET SANDY CLAY LOAM (PcD2)
SOIL TEST RESULTS: pH: (SOIL) 6.3 (BUFFER) 6.9 CEC 5.0
ADDITIONAL COMMENTS:

0
it,
FIELD DATA SHEET
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 2-3
OPERATOR: HERMAN DAIRY FARM INC.
ACRES
GROSS: 7.0
NET: 7.0
OWNER: WILLIAM BARKLEY
COUNTY: ALEXANDER
TOPOGRAPHIC QUAD: MILLERSVILLE, NC
SOIL SURVEY: NOT PUBLISHED SHEET NO.: C8
PREDOMINANT SOILS:
CHEWACLA LOAM (Cw)
BUNCOMBE LOAMY SAND (Bu)
SOIL TEST RESULTS: pH: (SOIL) 5.2 (BUFFER) 6.9 CEC
ADDITIONAL COMMENTS:
1.5

e
FIELD DATA SHEET -
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 2-4
OPERATOR: HERMAN DAIRY FARM INC.
COUNTY: ALEXANDER
TOPOGRAPHIC QUAD: MILLERSVILLE, NC
SOIL SURVEY: NOT PUBLISHED
PREDOMINANT SOILS:
DOGUE SANDY LOAM (DoB)
RIVERVIEW FINE SANDY LOAM (RXA)
ACRES
GROSS: 31.9
NET: 29.1
OWNER: WILLIAM BARKLEY
SHEET NO.• C8
SOIL TEST RESULTS: pH: (SOIL) 6.2 (BUFFER) 6_9 CEC 6_3
ADDITIONAL COMMENTS:

sYs�ems
Specializing in Land Application • Sludge Disposal .
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HERMAN DAIRY FARM INC.
SCALE 1" = 2 MILES AL 2
VICINITY MAP
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Bio Gro Systems Incorporated I

Sludge Management
Specializing in Beneficial Use
FLOOD PLAINS
Portion of the following fields for HERMAN DAIRY FARM INC. (AL 2) ,
is located within the 100 year flood plain:
FIELD PORTION IN FLOOD PLAIN
3 ALL
4 SOUTHERN PORTION
(See Flood Plain Map)
No other fields are within the 100 year flood plain.
Bio Gro Systems, Inc. • 12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone] • Fax [phone]

man
Specializing in Land Application • Sludge Disposal
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HERMAN DAIRY FARM INC.
SCALE 1 �� = 2000' AL 2
FIELDS 3 & 4
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FLOOD PLAIN AREA!
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Specializing in Land Application • Sludge Disposal
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HERMAN DAIRY FARM INC.
i SCALE 1" = 2000' AL 2 MILLERSVILLE, NC
FIELDS 1-4 (1970)
TOPOGRAPHIC MAP
N
Bio Gro Systems Incorporated
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.<__--.--J-IAA I-- i.....e rzn 7�7i:7_I'i7<i7

SOIL SERIES: BETHLEHEM
PROFILE DESCRIPTION: The Bethlehem series consists of moderately
deep, well drained soils on ridgeetops and side slopes in the
Piedmont. These soils formed in residuum weathered from
sillimanite schist. Slopes range from 2 to 15 percent. Bethlehem
soils are commonly adjacent Hibritten, Pacolet, Rion, and Chwacla
soils.
SOIL SERIES: BUNCOMBE
PROFILE DESCRIPTION: The Buncombe series consists of deep,
excessively drained soils on flood plains, These soils formed in
recent alluvium along the larger streams. They have a brown sandy
surface layer, but they lack a B horizon. Slopes range from 0 to
8 percent.
These soils are low in organic -matter content, natural fertility,
and available water -holding capacity. They are strongly acid. The
Buncombe soils occur with' the Congaree soils. They are deeper,
lighter colored, and coarser textured than the Congaree soils.
SOIL SERIES: CECIL
PROFILE DESCRIPTION: The Cecil series consists of well drained,
nearly level to steep soils on Piedmont uplands. Typically these
soils have a sandy loam surface layer about 7 inches thick. The
subsoil is dominantly red clay and clay loam 43 inches thick. The
underlying material is multicolored, loamy saprolite of acid
crystalline rock. Slopes range from 0 to 25 percent. Bedrock is
at a depth greater than 60 inches.
SOIL SERIES: CHEWACLA
PROFILE DESCRIPTION: The Chewacla series consists of somewhat
poorly drained soils on nearly level flood plains. Typically, they
have brown loam surface layers, 8 inches thick. The subsoil is 50
inches thick. It is dark yellowish brown and yellowish brown silt
loam in the upper part, light yellowish brown loam in the middle
part, and light brownish gray silty clay loam in the lower part.
The underlying material is sand and extremely gravely sand. They
formed in fluvial sediments. Slopes are 0 to 2 percent. Bedrock
is at a depth greater than 60 inches.
SOIL SERIES: DOGUE
PROFILE DESCRIPTION: Dogue fine sandy loam, 2 to 8 percent slopes,
rarely flooded. Thi very deep, moderately well drained soil is on
gently sloping low stream terraces of the piedmont. Many areas are
somewhat elongated and range from 4 to about 40 acres in size.

Typically the surface layer is dark grayish brown fine sandy loam,
2 inches thick. The subssurface layer is brown fine sandy loam, 6
inches thick. The subsoil is 44 inches thick. It is brownish
yellow clay loam in the upper part, brownish yellow clay with red
and light gray mottles in the middle part, gray clay with strong
clay loam with brownish yellow mottles in the lower part. The
underlying material, to a depth of 60 inches, is light gray sandy
clay loam.
Dogue soil has moderately slow permeability and medium surface
runoff from bare and unprotected areas, Shrink -swell potential of
the subsoil is moderate. Depth to bedrock is greater than 6 feet.
The seasonal high water table is 1.5 to 3 feet below the surface.
The soil is subect to rare flooding. Soil reaction is extremely
acid to strongly acid unless limed.
SOIL SERIES: PACOLET
PROFILE DESCRIPTION: The Pacolet series consists of deep well
drained soils with a brown sandy clay loam surface layer and red
clayey subsoil. These soils are formed from weathered rock and are
commonly found on the piedmont uplands. They have slopes ranging
from 2 to 25 percent. Pacolt soils are moderately permeable and
slightly acid. The C horion consists of a multi -colored saprolite.
They are commonly found near Rien, Wedowee, Masada, Chewacla, and
is Toccoa soils.
SOIL SERIES: RIVERVIEW
PROFILE DESCRIPTION: Riverview series consists of very deep well
drained soils on flood plains in piedmont. Surface layer brown
fine sandy loam 10 inches thick. Subsoil 33 inches thick, yellow
red silty clay loam. Seasonal high water 3 to 5 feet below the
surface.
I

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.
....
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e.. 'th
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.
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PACOLET
(PcB2)
AL 2-1
1
0"-12"
YELLOWISH RED
SANDY CLAY
5 YR 5/8
LOAM
12"-24"
YELLOWISH RED
CLAY LOAM
5 YR 5/6
24"-36"
STRONG BROWN
SANDY CLAY
7.5 YR 5/8
LOAM
36"-48"
DARK YELLOW BROWN
SANDY LOAM
10 YR 5/8
BUNCOMBE
(Bu)
AL 2-3
2
0-12"
YELLOW BROWN
LOAMY SAND
10 YR 5/4
12-48"
DARK YELLOWISH BROWN
SAND

...........
........ ......
B'
p-::n
o -1
7
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h
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.
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.... ..
T-
Mer
CHEWACLA
(Cw)
AL 2-3
3
0"-36"
YELLOWISH BROWN
LOAM
COMMON/FINE
10 YR 5/4
DOGUE
(DOB)
AL 2-4
4
0"- 6"
DARK BROWN
FINE SANDY
7.5 YR 4/4
LOAM
6"-30"
STRONG BROWN
FINE SANDY
7.5 YR 4/6
LOAM
30"-38"
STRONG BROWN
CLAY LOAM
7.5 YR 5/6
38"-48"
YELLOWISH BROWN
SANDY CLAY
10 YR 5/6
LOAM
RIVERVIE
(RxA)
AL 2-4
5
0"-12"
DARK BROWN
FINE SANDY
10 YR 4/3
LOAM

,
.
..........
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...........
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777
.
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..
Bedrock ..
Seasoal......r....
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1.1; ere
12 -24
YELLOWISH BROWN
FINE SANDY
10 YR 5/6
LOAM
24-48"
YELLOWISH BROWN
FINE SANDY
10 YR 5/4
LOAM

07
REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road - Richmond, Virginia 23237 - [phone] f ILA
Fax No. [phone]
SEND
TO:
A
r
DATE OF REPORT /* PAGE
SAMPLES
SUBMITTED
w, BY:
L T 0 y
SOIL ANALYSIS REPORT
SAMPLE
LAB
ORGANIC
MATTER'
.,PHOSPHORUS....
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
HYDRO-`
GEN'
Catiolf
Ex'c6n
Capacity
PERCENT
SATUhATIDN (COMPJJITED:.,
-P 2
K
M4
Ca
SOIL—
BUFFER'�'
Y.
NUMBER
NUMBER
EN R':'
!r4,),:
FAATE".
�pmya E
pH
meq 1649
C.E.C.
'Me4/100 0
2_
6 "
TH
Na
RATE IbS.A"
PPIP7
Ppm-P RATE
: �p AT
ilip!wMa RATE
ppih T
-Ca RATE
RAT
2
'1 4
5 0
a
4.
—
- --------
11,FF EXPLANATION ON BACK)
MANG�_'
SOLUBLE
�L - -
MO L V -,
v ICA S
, � , "'PAO -A Y40 J
SAMPLE
NITRATE-
SULFUR
`1111C
NESE
IRON,';
_3`,�,BORON 3
EXCESS
SALTS
CHLORIDE.
DENUM.,
.COPPER-,,��:
LIME:
LIME
%
%
%
SOIL
NUMBER
NO 3
S
Z"
Mn
Fe-�'
Ci
U:,
B
C11
Mo
TEXTURE
ppm-UO3-N RATE
ppmS RATE:
ppia-Zit RATE
pprivi-Mit RATE
plim—FOPATE-
ppin-Cu RATE
iPin­-
minhoshrin RATE
ppm•Cl RATE
ppm Me RATE
SAND
SILT
C LAY
L
.7
This report applies only to the sample(s) tested. samples are retained
a maximum of thirty days after testing.
1,
'q
A & L EASTERN AGRICULTURAL LABORATOR!ESj INC.
fly

SYS�IYIS
Sludge Management
Specializing in Beneficial Use
FIELD SUMMARY SHEET
BILL POPE
AL 3
FIELD GROSS ACRES NET ACRES OWNER
3-1 12.4 11.0 BILL POPE
TOTAL 12.4 11.0
LATITUDE: 81 12'30" LONGITUDE: 35 55130"
ON
Bio Gro Systems, Inc. • 12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone] 0 Fax [phone]

sYs�ems
REQUEST AND CONSENT FOR SLUDGE
SOURCE:
FARM OP
ADDRESS
PHONE: (�?d,/)
TOTAL ACREAGE: / Z 5� COUNTY:
FARM LOCATION:
CROPS: 4�_20
I agree to be responsible for adhering to the following conditions, where applicable,
and will hold Bio Gro Systems harmless from any adverse consequence resulting
from my failure to meet such conditions:
a. The soil pH will be adjusted to when sludge is applied. (This may be
accomplished through the application of lime -treated sludge.)
b. Cattle intended for meat production may not graze on treated fields fore days.
C. Animals intended for dairy production may not graze on treated fields for/odays.
d. Human food crops that are eaten raw, and that come in contact with soil, may not be
grown on treated fields for ILE months.
e. Public access to treated fields will be controlled for $ months.
f. Tobacco has been found to accumulate cadmium; therefore, it is strongly
recommended that tobacco not be grown on treated areas.
2. Bio Gro Systems is willing to apply the sludge without charge to me.
I understand that successful crop production depends on many variables, such as weather,
soil conditions and specific farming practices. I have also read and understand the document
entitled "Important Information About Using Sludge as a Fertilizer" which is on the reverse
side and incorporated by reference.
lx�IQ44a_l
OPERATOP SI ATURE
Bio Gro Systems Incorporated
12701 Lancaster Highway • Pineville, North Carolina 28134 • [phone]
Page 1 of 2
Rev 8/90

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Notification of cancelladon of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
P.O. Box 27687
Raleigh, NC 27611-7687
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STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee, County and
State Officials or their representatives to inspect each parcel of property prior to,
during, and after sludge or residual application and to established monitoring
facilities on or near the application site as required by the sludge or residual land
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 sludge or residual
application. The NCDEHNR-DEM permit will delineate maximum application rates,
limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and
data concerning the program for land application of sludge or residuals to privately
owned lands which includes an analysis of constituents of the sludge, sludge
application methods and schedules for typical cropping patterns and a description of
the equipment used by the Permittee for sludge or residual application.
5. The Pertittee will furnish each landowner or his representative with a copy of the
results of each soil analysis.
6. The site shall be adequately limed to a soil pH of at least 6.5 prior to sludge or
residual application. Sludge may be applied to sites with a pH of less than 6.5
provided a sufficient amount of lime is also applied to achieve a final pH of the lime,
sludge/residual and soil mixture of at least 6.5.
7. The landowner of his representative will inform the Permittee of any revisions or
modifications to the intended use and cropping patterns shown above prior to each
planting season to enable the Perrnitiee to amend this Agreement and schedule
applications at appropriate periods. Within the limits of the NCDEHNR-DEM
permit, the owner or his representative and the Permittee will determine
sludge/residual application rates and schedules based on crop patterns and the
results of soil samples.
8. No crops for direct human consumption shall be raised on these sites for a period of
eighteen (18) months following sludge application.
20 of 25

9. The landowner or his representatives or successors shall adhere to the provisions of
this Agreement for a period of eighteen (18) months from the date of the most recent
sludge application.
10. Appropriate measures must be taken by the Permittee to control public access to the
land application sites during active site use and for the eighteen (18) month period
following sludge/residual application. Such controls may include the posting of
signs indicating the activities being conducted at each site.
11. Specific sludge/residual application area boundaries shall be clearly marked on each
site by the Permittee prior to and during sludge application.
12. Should the landowner or his representative lease or otherwise permit the use of the
land by a third parry, 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.
IS.Animals should not be grazed on sludge/residual applied lands within a thirty (30)
day period following the sludge application. Application sites that are to be used for
grazing shall have fencing that will be used to prevent access during these periods
after each application.
16. Prior to a transfer of this land to a new owner, a notice shall be given by the current
landowner to the new landowner that gives full details of the materials applied or
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.
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RESTRICTIONS:
21 of 25

Ars • • .1!S( "
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0
I; have mad-th:s Land awRc -----
and do hc., y grant parmissian to the?==!ttcc to apply
sludge to my Iaads as spcc:ficd hc_^eia.
V
NORT'r1 COUNTY,
I, the urde:st. ed Noczjr Public, do he:cby cc:-�;fy that
pcsona??y appeared before rre this day and
signed the foregoing i_nst_u.*ae::t.
WITNESS c:y hand and ofLlicial se_? this day of azid4 19
NO ZY PL'EL.:C
Ny Carr_yissian Expires
Ag3TA21-e� L
a
,+��i '!�'�q�•�orasaii~ � oho
o mrla1° gib` have :--ad this lard awnc.'s agrcc..,cnt
and do h-rby to abide by the st:culatiens and
irs.:;c_ans as sp=Mcd hc_ ain_
Lessee
L /off a., f' fit/, n have re -ad dhis land awne: s
and do h=zby agr= to abide by tI:e and
rs-�..crs as spc c:nc d ts��:r._
�J
Dace

■
PROJECT: TAYLORSVILLE
FIELD NUMBER: AL 3-1
OPERATOR: BILL POPE
FIELD DATA SHEET
ACRES
GROSS: 12.4
NET: 11.0
OWNER: BILL POPE
COUNTY: ALEXANDER
TOPOGRAPHIC QUAD: TAYLORSVILLE, NC
SOIL SURVEY: NOT PUBLISHED SHEET NO.: C6
PREDOMINANT SOILS:
CECIL SANDY CLAY LOAM (CeB2)
PACOLET SANDY CLAY LOAM (PcD2)
SOIL TEST RESULTS: pH: (SOIL) 6.5 (BUFFER) 6.9 CEC 6.4
ADDITIONAL COMMENTS:

B107rCYRO
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Specializing in Land Application • Sludge Disposal
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BILL POPE
SCALE 1" = 2 MILES AL 3
VICINITY MAP
Bio Gro Systems Incorporated
PO Box 209 Annapolis, Maryland 21404 • Telephone [phone]
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Sludge Management
Specializing in Beneficial Use
FLOOD PLAINS
No fields for BILL POPE (AL 3) are located within the 100 year
flood plain.
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Bio Gro Systems, Inc. a 12701 Lancaster Highway 0 Pineville, North Carolina 28134 • [phone] • Fax [phone]

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Ms
LA
Specializing in Land Application • Sludge Disposal
SCALE 1" = 20001. AL 3 FIELD 1 TAYLORSVI.r,LE, NC
TOPOGRAPHIC MAP
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Bio Gro Systems Incorporated I
PO Sox 209 Annapolis, Maryland 21404 • Telephone [phone]

0 SOIL SERIES: BETHLEHEM
PROFILE DESCRIPTION: The'Bethlehem series consists of moderately
deep, well drained soils on ridgeetops and side slopes in the
Piedmont. These soils formed in residuum weathered from
sillimanite schist. Slopes range from 2 to 15 percent. Bethlehem
soils are commonly adjacent Hibritten, Pacolet, Rion, and Chwacla
soils.
SOIL SERIES: BUNCOMBE
PROFILE DESCRIPTION: The Buncombe series consists of deep,
excessively drained soils on flood plains, These soils formed in
recent alluvium along the larger streams. They have a brown sandy
surface layer, but they lack a B horizon. Slopes range from 0 to
8 percent.
These soils are low in organic -matter content, natural fertility,
and available water -holding capacity. They are strongly acid. The
Buncombe soils occur with the Congaree soils. They are. deeper,
lighter colored, and coarser textured than the Congaree soils.
SOIL SERIES: CECIL
PROFILE DESCRIPTION: The Cecil series consists of well drained,
nearly level to steep soils on Piedmont uplands. Typically these
soils have a sandy loam surface layer about 7 inches thick. The
subsoil is dominantly red clay and clay loam 43 inches thick. The
underlying material is multicolored, loamy saprolite of acid
crystalline rock. Slopes range from 0 to 25 percent. Bedrock is
at a depth greater than 60 inches.
SOIL SERIES: CHEWACLA
PROFILE DESCRIPTION: The Chewacla series consists of somewhat
poorly drained soils on nearly level flood plains. Typically, they
have brown loam surface layers, 8 inches thick. The subsoil is 50
inches thick. It is dark yellowish brown and yellowish brown silt
loam in the upper part, light yellowish brown loam in the middle
part, and light brownish gray silty clay loam in the lower part.
The underlying material is sand and extremely gravely sand. They
formed in fluvial sediments. Slopes are 0 to 2 percent. Bedrock
is at a depth greater than 60 inches.
SOIL SERIES: DOGUE
PROFILE DESCRIPTION: Dogue fine sandy loam, 2 to 8 percent slopes,
rarely flooded. Thi very deep, moderately well drained soil is on
gently sloping low stream terraces of the piedmont. Many areas are
somewhat elongated and range from 4 to about 40 acres in size.

Typically the surface layer is dark grayish brown fine sandy loam,
2 inches thick. The subssurface layer is brown fine sandy loam,-6
inches thick. The subsoil is 44 inches thick. It is brownish
yellow clay loam in the upper part, brownish yellow clay with red
and light gray mottles in the middle part, gray clay with strong
clay loam with brownish yellow mottles in the lower part. The
underlying material, to a depth of 60 inches, is light gray sandy
clay loam.
Dogue soil has moderately slow permeability and medium surface
runoff from bare and unprotected areas, Shrink -swell potential of
the subsoil is moderate. Depth to bedrock is greater than 6 feet.
The seasonal high water table is 1.5 to 3 feet below the surface.
The soil is subect to rare flooding. Soil reaction is extremely
acid to strongly acid unless limed.
SOIL SERIES: PACOLET
PROFILE DESCRIPTION: The Pacolet series consists of deep well
drained soils with a brown sandy clay loam surface layer and red
clayey subsoil. These soils are formed from weathered rock and are
commonly found on the piedmont uplands. They have slopes ranging
from 2 to 25 percent. Pacolt soils are moderately permeable and
slightly acid. The C horion consists of a multi -colored saprolite.
They are commonly found near Rien, Wedowee, Masada, Chewacla, and
Toccoa soils.
SOIL SERIES: RIVERVIEW
PROFILE DESCRIPTION: Riverview series consists of very deep well
drained soils on flood plains in piedmont. Surface layer brown
fine sandy loam 10 inches thick. Subsoil 33 inches thick, yellow
red silty clay loam. Seasonal high water 3 to 5 feet below the
surface.

..... ..........
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X. I
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Qoull
ErnTcoull
CECIL
(CeB2)
AL 3-1
011- 8"
DARK REDDISH BROWN
SANDY CLAY
5 YR 3/4
LOAM
811-141-
YELLOWISH RED
SANDY CLAY
S YR 5/6
LOAM
1411-4811
RED
CLAY LOAM
2.5 YR 4/6
PACOLET
(PcB2)
AL 3-1
2
ol.-loll
STRONG BROWN
SANDY CLAY
7.5 YR 4/4
LOAM
1011-3611
YELLOWISH RED
SANDY CLAY
5 YR 4/6
LOAM

REPORT NUMBER A & L EASTERN AGRICULTURAL LABORATORIES, INC.
S Richmond, Virginia 23237 [phone] L
1 fa7 1)
7621 Whitepine Road
Fax No. [phone]
C CT 245 b
SAMPLES
SUBMITTED
T
BY:
SEND T
L
4
1"] .
SOIL
ANALYSIS REPORT
V
PAGE
DATE OF REPORT
--
POTASSIUM::.MAGNESIUM
7
CALCIUM SODIUM.
P�
Cation'..
-IC PAN
ORrNa
.PHOSPHORUS
.'LAB
MATTER
PI p2j,
C 0,3-P
X
SAMPI.
NUMBER
ENA",
'NUMBER
T
'RATEE
PIPT
rt"4Cwl
kSE SATURATION JCO400TEO)
'H NII
7. 5
(SEE EXPLANATION ON BACIO
JPAF,IT ANALYSIS
CAL !ZE,
SOLUBLE
'MOLYRi'
MANGA—�
EXCESS SALTS
ER,'- BOROW.";'?
CHLORIDE
% % % SOIL
SULFUR '
NITRATE S
INC; N ESE
�` z -
IRON COPPER LIME
-; .. :�:- 7 '.
-RATE
Cl Mo
TEXTURE
SAMPLE
M9
W nATF
'P
PD
SAND SILT CLAY
!403 --,S,
NUMBER
pri-Zo RATE ppmMaRAIE
ppm-Fo RATE 'p�rn-Cu RATE Din,B RATE'
ppw-W03-N RATE ppmS RATE
p
This report applies only to the Sapie(s) tested. sampies are retaike—d
ter testing.
Maximum of thirty Clays attar
LAQ0RATOWIES, INC
A g L EASTERN AGRICULTURAL