WQ0006906_Regional Office Historical File Pre 2018 (3)

Sv State of North Carolina
Department of Environment
and Natural Resources
I Division of Water Quality
'\ James B. Hunt Jr. Governor
Wayne McDevitt, Secretary
ii A. Preston Howard, Jr., P.E., Director
1
March 18, 1998
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
David M. Robinette, Public Works Director
Town of Taylorsville
204 Main Avenue Drive, SE
Taylorsville, North Carolina 28681
Subject: Permit No. WQ0006906
Administrative Amendment
Town of Taylorsville
Land Application of Wastewater Residuals
Alexander County
Dear Mr. Robinette:
In accordance with the request of the property owner Vaughn Rogers received on March 3, 1998,
we are forwarding herewith Permit No. WQ0006906 as amended, dated March 18, 1998, to the Town of
Taylorsville for the continued operation of a wastewater residuals land application program.
This permit is being administratively amended to delete the following previously approved land
application sites from the subject permit as requested by the land owner:
Application Area [acres]
Site No. Owner/Lessee (excluding buffers)
AL 6-1
Robin Rogers
32.2
AL 6-2
Robin Rogers
28.3
AL 6-3
Robin Rogers
29.6
AL 6-4
Robin Rogers
11.2
AL 6-5
Robin Rogers
30.7
AL 6-6
Robin Rogers
30.3
AL 6-7
Robin Rogers
8.2
The deletion of these fields will reduce the total available land application acres from 563.7 acres to
393.2 acres. No further changes have occurred to the existing permit conditions.
This permit shall be effective sixty (60) days upon the receipt of the administratively amended
permit until June 30, 2002, shall void Permit No. WQ0006906 issued July 2, 1997, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring and
reporting requirements contained in this permit. Failure to establish an adequate system for collecting and
maintaining the required operational information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If you need additional information concerning this matter, please contact Mr. Michael D. Allen at
[phone] extension 547.
Sincerely,
A. reston Ho r., P.E.
cc: Alexander County Health Department
Wheelabrator Water Technologies Inc., BioGro Division
,Mooresville Regional -Office, Water Quality Section -
Mooresville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Technical Assistance and Certification Unit (no revised rating)
Non -Discharge Compliance/Enforcement Unit

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
RESIDUALS LAND APPLICATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
Town of Taylorsville
Alexander County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 85 dry tons
per year of residuals from sources listed in Condition II 5, to approximately 393.2 acres of land in
Alexander County with no discharge of wastes to the surface waters, pursuant to the request of the
property owner Vaughn Rogers received on March 3, 1998, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit shall be effective sixty (60) days upon the receipt of the administratively amended
permit until June 30, 2002, shall void Permit No. WQ0006906 issued July 2, 1997, and shall be subject
to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The Mooresville Regional Office, telephone number [phone] and the appropriate
local governmental official (county manager/city manager) shall be notified at least twenty-
four (24) hours prior to the initial application of the residuals to a site so that an inspection
can be made of the application sites and application method. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays. In addition, the Alexander
County Manager's office must be notified prior to the initial application so that they will be
aware that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately assimilate the wastes and
may be rescinded unless the sites are maintained and operated in a manner which will
protect the assigned water quality standards of the surface waters and ground waters.
3. The land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this program.

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

2. A suitable vegetative cover, as listed in condition II 4, shall be maintained in accordance
with the crop management plan outlined by the local Extension Office, the Department of
Agriculture, the Natural Resource Conservation Service, or other agronomist, and
approved by this Division.
3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited for the specified crop and
the soil type.
4. The application rates shall not exceed the following for the specified crops:
Croce PAN (lb./acre/yr.l
Alfalfa
200
Bermuda Grass (Hay, Pasture) :
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood & Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220
Soybeans
200
Timothy, Orchard, & Rye Grass
200
If the approved land application sites are to be double cropped (i.e., a crop in the spring
and a second crop in the fall, with BOTH crops to receive wastewater residuals), then the
second crop shall receive an application of nutrients at a rate of no greater than 50
lbs/acre/yr. This practice will be allowed as long as the second crop is to be harvested. If
the second crop is to be planted for erosion control only, and is to be tilled into the soil,
then no wastewater residuals shall be applied to these fields because the nitrogen will
essentially be returned to the soil.
5. No residuals other than the following are hereby approved for land application in
accordance with this permit:
Permit Volume
Source County Number (dry tons/ ear
Town of Taylorsville Alexander NC26271 85.0
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms Pounds
Parameters per Hectare per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
---=
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498

8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division deems necessary in order to
adequately protect the environment and public health.
10. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. The land owner agreements are considered
expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit is renewed.
Permit issued this the eighteenth day of March, 1998
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l
A. Preston Howard, Jr., P. for
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0006906
10

Aug-05-97 11:23A Robert Hamilton - Bio Gro 704-732-8501
P.04
Wheelabrator Water Technologies Inc.
Bio Gro DIMelon
AWMX rechnologies Company Tel [phone]
Southern Region Fax [phone]
AUG i 8 ���7
9D8 3elchher Drive
Pelham. AL 35124
WIN fr Ey1,<,a'�C'�k,,, wL
�i"��11CJY iLLL �L��.n�l.^r�. tiY'j�'w•
August 5,1907
Mooresville Regional Office
919 North Main Street
Mooresville.NC 28115
Attn.: Mr. Charles G. Pippin
Hydrogeological Technician
SUBJECT: Permit No. W00006906 ( Abandonment of well)
Dear Mr. Pippin:
The well located between fields AL8-3 and AL84 was abandoned on July 31,1997 according to
15A NCAC 2C.0113(a)(2) ( abandonment of Wells).
We could not determine if the stricture had indeed been a water supply well. There was no water
in the structure even though significant rainfall had occurred prior to our visit of the site.
Ms. Barbara Christian said it would not be necessary to chlorinate the structure since there was no
water found in it.
If you have any questions; please do not hesitate to contact me at 704.732.8500.
Sincerely
Robert Hamilton
Agronomist
cc: Mr, David M. Robinette
Public Works Director, Town of Taylorsville
R—d .n recynea paper

r

i
Aug-05-97 11:23A Robert Hamilton - Bio Gro 704-732-8501 P.05
North Carolina
Department of Enviroranent. Health. & Natural Resources
Division of Environmental Management
Groundwater Section
P.Q. Box 29578 - Raleigh, N.C. 27626-0578
CONTRACTOR FARM OP. Owen Icenhour REG.NO.
1. WELL LOCA11ON: (Show a sketch of the location on back of form_)
Nearest Town: —_ H i_ d d e n i t e NC —County Alexander
SR 1631 Stikeleather Road R Stony Point 1970
(Road. CommuMty. Subdivision, Lot No.) Quadnvioe No.
2. OWNER:J o e l e n e Deal % Owen Icenhour LL DIAGRAM: Draw a detailed sketch of
S. ADDRESS: Rt.,'. Box 52.2R Hiddenite NC
28636
4. TOPOGRAPHY :draw, w, slope, hilltop. valley. -.fiat
5. USE OF WELL: None * DATE: - - - -
36 feet 8 inches
6. TOTAL DEP rH: DIAMETER
7. CASING REMOVED:
Ltd liter
5' to 10'
8. SEALING MATERIAL:
1 =LQ=W1 h9A - d cecn�nt
bags of cement bags of cernent
gals. of water yds. of sand
gal& o! water
the well ab&" total depth. depth and dia-
meter :,t 5=0=15 remaining In the well. gravel
interval. intervals of casing perforaatiow. and
depths and types of fill materixis used.
* It has not been determined thatit
is a well. No water was found Ir it
therefore no chlorination was done
This action was taken by
permission of ,Barbara Christian
groundwater Section.
Ground surfac
rW
nth'as Clean clay soil Clean clay
Type material soil —�
�
Amount Not Noted
9. EXPLAIN METHOD EMPLACEMENT OF MATERIAL. `
well was filled by hand shove '
_ L
I do hereby certify that this well abandonment record Is true and exact.
Above ground
F casing "hich
---�--� removed
a
3L�
Signature of Contractor or Agent ' A�nL'& Date4
S
WELL LOCATION: Draw a location sketch on the reverse of this sheet. showing the direc-
tion and distance of the well to at least two (7) nearby reference points
such as roads. intersections and stresses. Identify roads with State High
way road idWUAcatlon numbers_
Submit original to the Division of Environmental M,anagemeni. one copy to the Driller.
and one copy to the owner.

Rug-05-97 11:24A Robert Hamilton - Bio Gro 704-732-8501
P.07
Wh&labrator Clean Water Systems Inc
Sowhcm FUS .M
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SCALE: 1:24,000
TOPOGRAPHIC mAP
44

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr„ P.E., Director
July 17, 1997
Town of Taylorsville
204 Main Avenue Drive, Southeast
Taylorsville, NC 28681
Attn: Mr. David M. Robinette
Public Works Director
SUBJECT: Permit No. WQ0006906
Town of Taylorsville
Land Application of Wastewater Residuals
Alexander County
Dear Mr. Robinette:
IDEHNR
i1'N.V!R() -,!Af,NT, HEAL,TI;
NATUIZAL :L"oUtcis
JUL ,1.1997
QI9;. w:, `F Fi!�li•.GPi','�.'T:,i e�r1f!�"z?EYiEidT
LE
In accordance with the policy of the Division of Water Quality's Groundwater Section to
ensure the good quality of North Carolina's groundwater, the referenced Permit, issued July 2, 1997,
requires several activities related to groundwater monitoring. The following guidelines and forms are
presented to assist you in complying with those requirements. If you have any questions concerning
these matters, you should contact Barbara Christian at the address shown below to discuss the
requirements relevant to your specific facility:
Mooresville Regional Office
919 North Main Street
Mooresville, NC 28115
[phone]
- Groundwater Requirement No. MI.: On or before September 2, 1997, the old well
located in between Fields 8-4 and 8-3 must be abandoned in accordance with 15A NCAC
2C.0113(a)(2) (Abandonment of Wells). A Well Abandonment Record (form GW-30, included) must
be submitted to the Mooresville Regional Office upon abandonment of the monitor well within thirty
(30) days of well abandonment.
Groundwater Section, �'r Voice 919-733-3221 FAX [phone]
P.O. Box 29578, Raleigh, North Carolina 27626-0578 �)An Equal Opportunity/Affirmative Action Employer
2728 Capital Blvd., Raleigh, North Carolina 27604 50% recycles/10% post -consumer paper

Mr. Robinette
July 17, 1997
Page 2
* A form (GW-30) on which the well abandonment must be reported is attached.
Instructions are provided on the form. The form should be sent the address shown at the top of the
form and is due in our office no later than the last working day of the month following
abandonment.
* FOR ANY ADDITIONAL INFORMATION RELATED TO REOUMEMENTS FOR
GROUNDWATER QUALITY PROTECTION, PLEASE REFER TO YOUR PERMIT. A
copy of the Groundwater Requirements for Permit No. WQ0006906 is attached for your reference.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Cynthia A. Boyles
Hydrogeological Technician II
Permits and Compliance Unit
Groundwater Section
Attachments
cc: 3�rhara Chri��t"®
Compliance Monitoring Files

0,
6. All residuals included in this permit must be monitored annually, from the date of permit
issuance, for compliance with condition I 11 of this permit. Data to verify stabilization and
vector attraction reduction of the residuals must be maintained by the Permittee. The
required data is specific to the stabilization process utilized, but should be sufficient to
clearly demonstrate compliance the Class A pathogen requirements in 40 CFR Part
503.32(a) or with the Class B pathogen requirements and site restrictions in 40 CFR Part
503.32(b), and one of vector attraction reduction requirements in 40 CFR Part 503.33. In
addition, the EPA certification statements concerning compliance with pathogen
requirements, vector attraction reduction requirements and management practices must be
completed annually by the proper authority or authorities if more than one is involved,
either the person who prepares the residuals, the person who derives the material, or the
person who applies the residuals.
7. Three copies of all required monitoring and reporting requirements as specified' in
conditions III 1, III 2, 1113, III 4, 1115 and 1116 shall be submitted annually on or before
March 1 of the following year to the following address:
NC Division of Water Quality
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
8. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone
number 704/ 663-1699 as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any occurrence with the land application program which results in the land application
of significant amounts of wastes which are abnormal in quantity or characteristic.
b . Any failure of the land application program resulting in a release of material to receiving
waters.
c. Any time that self -monitoring information indicates that the facility has gone out of
compliance with the conditions and limitations of this permit or the parameters on
which the system was designed.
d. Any process unit failure, due .to known or unknown reasons, that render the facility
incapable of adequate residual treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Within sixty (60) days of permit reissuance the old well located in between Fields 8-4 and
8-3 (see attachment) must be abandoned in accordance with 15A NCAC 2C .0113
(Abandonment of Wells). A Well Abandonment Record (Form GW-30) must be submitted
7

for the abandoned well to the Mooresville Regional Office, Groundwater Section, 919
North Main Street, Mooresville, N.C. 28115, within thirty (30) days of abandonment.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted after December 31, 1983 is established at
either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to immediate
remediation action in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal -systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
4. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
V . INSPECTIONS
The Permittee or his designee shall inspect the residuals storage, transport, and application
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall maintain an inspection log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of five years from the date of the inspection and shall be made available to the
Division of Water Quality or other permitting authority, upon request.
2. Any duly authorized officer, employee, or representative of the Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the application site or facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept
under the terms and conditions of this permit; and may obtain samples of groundwater,
surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the land application activities are carried out in
accordance with the conditions of this permit, the supporting materials, and in the manner
approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3.. This permit is not automatically transferable. In the event that there is a desire for the
facilities to change ownership or a name change of the Permittee, a formal permit request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.

State of North Carolina
Department of Environment,
Health and Natural Resources
S
�ivision of Water Quality
V. James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
0
"iZALW
G? NATUFZ AL P E"sou Cc;
July 2, 1997
JUL 3 1997
Mr. David M. Robinette, Public Works Director
Town of Taylorsville
204 Main Avenue Drive, SE
Taylorsville, North Carolina 28681
Dear Mr. Robinette:
iiViM _OF FUI,nr:p, Yta*T_. Ian rg,
Subject: Pe mit No: W-Q0006906 —
To nw of-Taylorsville
Land Application of Wastewater Residuals
Alexander County
In accordance with your application received on April 28, 1997; we are forwarding herewith
Permit No. WQ0006906 dated�J:uly 2,-Z997,_ o the Town of Taylorsville for the operation of a wastewater
residuals land application program. This permit renewal includes the addition of three new application
sites, the Robin Rogers (AL6) site, the Rodney Herman (AL7) site, and the Owen Icenhour (AL8) site.
Please note the existing Bill, Pope (AL3) site has been dropped from the permit, in accordance with your
application request.
This permit shall be effective from the date of issuance until Jrurie_.0,; 2002,=shall void Permit No.
WQ0006906 issued October 7, 1996, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring and reporting requirements contained in this
permit. Failure to establish an adequate system for collecting and maintaining the required operational
information will result in future compliance problems. I
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mr. John Seymour at
[phone] extension 546.
�Kl
Iz
Preston Howard, Jr., P.E.
cc: Alexander County Health Department
Wheelabrator Water Technologies Inc., Bio Gro Division
Nlyo� esui�ll"e egional_ Ater Qu 1ity-Section
Mooresville Regional Office, Groundwater Section
Bob Cheek, Groundwater Section, Central Office
Training and Certification Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
RESIDUALS LAND APPLICATION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Taylorsville
Alexander County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 85 dry tons
per .year of residuals from sources listed in Condition II 5, to approximately 563.7 acres of land in
Alexander County with no discharge of wastes to the surface waters, pursuant to the application received
on April 28, 1997, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of -this permit.
This permit shall be effective from the date of issuance until June 30, 2002, shall void Permit No.
WQ0006906 issued October 7, 1996, and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
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 to a site so that an inspection
can be made of the application sites and application method. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays. In addition, the Alexander
County Manager's office must be notified prior to the initial application so that they will be
aware that the operation has commenced.
2. This permit shall become voidable if the soils fail to adequately assimilate the wastes and
may be rescinded unless the sites are maintained and operated in a manner which will
protect the assigned water quality standards of the surface waters and ground waters.
1 The land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.

4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this program.
5. In the event that the land application program is not operated satisfactorily, including the
creation of nuisance conditions, the Permittee shall cease applying residuals to the sites and
take any immediate corrective actions as may be required by the Division.
6. Some of the buffers specified below may not have been included in previous permits for
this land application operation. However, any sites or fields that are included in this
permit, but were approved with different applicable buffers shall be reflagged to comply
with the below buffers. The following buffer zones shall be maintained:
a) 400 feet from residences or places of public assembly under separate ownership for
surface application method; however, the buffer zone requirement may be reduced to a
minimum of 100 feet upon written consent of the owner and approval from the
appropriate DWQ regional office,
b) 200 feet from residences or places of public assembly under separate ownership for
subsurface residual injection method; however, the buffer zone requirement may be
reduced to a minimum of 100 feet upon written consent of the owner and the
appropriate DWQ regional office,
c) 100 feet from any public or private water supply source, waters classified as SA or SB,
and any Class I or Class II impounded reservoir used as a source of drinking water for
both methods,
d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or
coastal waters and any other lake or impoundment for surface application,
e) 50 feet from any streams classified as WS or B, any other stream, canal, marsh or
coastal waters and any other lake or impoundment for subsurface application,
f) 100 feet from property lines for both surface and subsurface application methods;
g) 50 feet from public right of ways for both application methods,
h) 10 feet from upslope interceptor drains and surface water diversions for both
application methods,
i) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both application methods.
7. A copy of this permit shall be maintained at the land application site when residuals are
being applied during the life of this permit. A spill prevention and control plan shall be
maintained in all residuals transport and application vehicles.
8. Specific residual application area boundaries shall be clearly marked on each site prior to
and during application.
9. No residuals at any time shall be stored at any application site, unless approval has been
requested and obtained from the Division of Water Quality.
10. Maximum slope for residual application shall be 10% for surface application and 19% for
subsurface applications.
11. When wastewater residuals are applied, the Class A pathogen requirements and site
restrictions in 40 CFR Part 503.32(a) or the Class B. pathogen requirements and site
restrictions in 40 CFR Part 503.32(b), and one of vector attraction reduction requirements
in 40 CFR Part 503.33 shall be met. Additionally, an evaluation must be performed which
demonstrates the residuals ability to comply with this requirement. Upon request, a copy
of this evaluation must be submitted including all test results and calculations.
2

II, OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities and application sites shall be properly maintained and operated at all times.
2. A suitable vegetative cover, as listed in condition 114, shall be maintained in accordance
with the crop management plan outlined by the local Extension Office of the Department of
Agriculture, or the Soil Conservation Service, or other agronomist, and approved by this
Division.
3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than
6.0, on all land application sites to insure optimum yield for the crop(s) specified below.
The agronomist shall provide information on the pH best suited for the specified crop and
the soil type.
4. The application rates shall not exceed the following for the specified crops:
Crop PAN (lb./acre/yr.)
Alfalfa
200
Bermuda Grass (Hay, Pasture)
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood &. Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220
Soybeans
200
Timothy, Orchard, & .Rye Grass
200
5. No residuals other than the following are hereby approved for land application .in
accordance with this permit:
Permit Volume
Source County Number (dry tons/year)
Town of Taylorsville Alexander NCO026271 85
6. The metal loading rates shall not exceed the following Cumulative Pollutant loading rates:
Kilograms Pounds
Parameters per Hectare per Acre
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
----
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
3

7. The pollutant concentrations in the residuals which will be applied to the land shall not
exceed the following Ceiling Concentrations (Dry Weight Basis):
Parameters . m0k
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
8. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified land application/residuals operator to be in responsible charge (ORC) of
the land application program. The operator must hold a certificate of the type classification
assigned to the land application program by the Certification Commission. The Permittee
must also employ a certified back-up operator of the appropriate type to comply with the
conditions of Title 15A NCAC 8A, .0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any
disposed or stored residuals into any surface waters.
10. Surface applied residuals will be plowed or disced within twenty-four (24) hours after
application on lands with no cover crop established.
11. For areas that are prone to flooding or within the 100-year flood elevation, residuals may
be applied only during periods of dry weather. The residuals must be incorporated into the
soil within twenty-four (24) hours after application.
12. Appropriate measures must be taken to control public access to the land application sites
during active site use and for the 12-month period following the last residual application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.
13. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the residuals application area onto the adjacent property or into
any surface waters.
14. Residuals shall not be applied in inclement weather or until 24 hours following a rainfall
event of 1/2-inch or greater in 24 hours. Any emergency residuals disposal measures must
first be approved by the Division of Water Quality.
15. Residuals shall not be applied to any land application site that is flooded, frozen or snow-
covered.
16. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by
the Division.
17. Animals shall not be grazed on an application site for 30 days after residuals application.
Application sites that are to be used for grazing shall have fencing that will be used to
prevent access after each application.
18. Food crops, feed crops and fiber crops that do not come in contact with the residuals shall
not be harvested for 30 days after residuals application.
M

19. Food crops with harvested parts that touch the residual/soil mixture and are totally above
the land surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for
14 months after residuals application.
20. Food crops with harvested parts below the surface of the land (root crops such as potatoes,
carrots, radishes, etc.) shall not be harvested for 20-months after application of residuals
when the residuals remain on the land surface for four (4) months or longer prior to
incorporation into the soil.
21. Food crops with harvested parts below the surface of the land shall not be harvested for 38
months after application of residuals when the residuals remain on the land surface for less
than four (4) months prior to incorporation into the soil.
22. Turf shall not be harvested for 1 year after residuals application if the turf is to be placed on
land with a high potential for public exposure.
III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division of Water Quality to insure protection of the
environment will be established and an acceptable sampling and reporting schedule shall be
followed.
2. Proper records shall be maintained by the Permittee tracking all application activities.
These records shall include, but are not necessarily limited to the following information:
a. source of residuals
b. date of residual application
c. location of residual application (site, field, or zone #)
d. method of application
e. weather conditions (sunny, cloudy, raining, etc.)
f. soil conditions
g . type of crop or crops to be grown on field
h. volume of residuals applied in gallons/acre, dry tons/acre or kilograms/hectare
i. annual and cumulative totals of dry tons/acre of residuals, annual and cumulative
pounds/acre of each heavy metal (which shall include, but not be limited to arsenic,
cadmium, copper, lead, mercury, molybdenum, nickel, selenium and zinc), annual
pounds/acre of plant available nitrogen (PAN), and annual pounds/acre of phosphorus
applied to each field.
3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted
on each site receiving residuals in the respective calendar year and the results maintained on
file by the Permittee for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, -the
following parameters:
Acidity
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Phosphorus
5

The Standard Soil Fertility Analysis (see above) and an analysis for the following
pollutants shall be conducted once prior to permit renewal on soils from each site which has
received residuals during the permit cycle.
Arsenic
Cadmium
Lead
Mercury Nickel
Molybdenum Selenium
4. A residuals analysis will be conducted annually from the date of permit issuance by the
Permittee and the results maintained on file by the Permittee for a minimum of five years.
If land application occurs at a frequency less than annually, a residuals analysis will be
required for each instance of land application. The residuals analysis shall 'include but is
not necessarily limited to the following parameters:
Arsenic
Calcium
Cadmium
Nitrate -Nitrite Nitrogen
Copper
Magnesium
Lead
% Total Solids
Mercury
pH
Molybdenum
Phosphorus
Nickel
Plant Available Nitrogen (by calculation)
Selenium
Potassium
Zinc
Sodium
Aluminum
TKN
Ammonia -Nitrogen
5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis shall be conducted by the
Permittee annually. The TCLP analysis shall include the following parameters (please note
the regulatory level in mg/L in parentheses):
Arsenic (5.0)
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)
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-Dichloroethane (0.5)
2,4-Dinitrotoluene (0.13)
Heptachlor (and its hydroxide) (0.008)
Hexachioro-1,3-butadiene (0.5)
Lead (5.0)
Mercury (0.2)
Methyl ethyl ketone (200.0)
Pentachlorophenol (100.0)
Selenium (1.0)
Tetrachloroethylene (0.7)
Trichloroethylene (0.5)
2,4,6-Trichlorophenol (2.0)
Vinyl chloride (0.2)
0

6. All residuals included in this permit must be monitored annually, from the date of permit
issuance, for compliance with condition 111 of this permit. Data to verify stabilization and
vector attraction reduction of the residuals must be maintained by the Permittee. The
required data is specific to the stabilization process utilized, but should be sufficient to
clearly demonstrate compliance the Class A pathogen requirements in 40 CFR Part
503.32(a) or with the Class B pathogen requirements and site restrictions in 40 CFR Part
503.32(b), and one of vector attraction reduction requirements in 40 CFR Part 503.33. In
addition, the EPA certification statements concerning compliance with pathogen
requirements, vector attraction reduction requirements and management practices must be
completed annually by the proper authority or authorities if more than one is involved,
either the person who prepares the residuals, the person who derives the material, or the
person who applies the residuals.
7. Three copies of all required monitoring and reporting requirements as specified in
conditions 1111, III 2, III 3, II14, 1115 and 1116 shall be submitted annually on or before
March 1 of the following year to the following address:
NC Division of Water Quality
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
8. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone
number 704/ 663-1699 as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of any of
the following:
a. Any occurrence with the land application program which results in the land application
of significant amounts of wastes which are abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a release of material to receiving
waters.
c. Any time that self -monitoring information indicates that the facility has gone out of
compliance with the conditions and limitations of this permit or the parameters on
which the system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the facility -
incapable of adequate residual treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence: This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Within sixty (60) days of permit reissuance the old well located in between Fields 8-4 and
8-3 (see attachment) must be abandoned in accordance with 15A NCAC 2C .0113
(Abandonment of Wells). A Well Abandonment Record (Form GW-30) must be submitted
7

for the abandoned well to the Mooresville Regional Office, Groundwater Section, 919
North Main Street, Mooresville, N.C. 28115, within thirty (30) days of abandonment.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted after December 31, 1983 is established at
either (1) 250 feet from the waste disposal area, or (2) 50 feet within the property
boundary, whichever is closest to the waste disposal area. An exceedance of Groundwater
Quality Standards at or beyond the Compliance Boundary is subject to immediate
remediation action in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the
waste disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
3. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
4. No land application of waste activities shall be undertaken when the seasonal high water
table is less than three feet below land surface.
V . INSPECTIONS
1. The Permittee or his designee shall inspect the residuals storage, transport, and application
facilities to prevent malfunctions and deterioration, operator errors and discharges which
may cause or lead to the release of wastes to the environment, a threat to human health, or a
nuisance. The Permittee shall maintain an inspection log or summary including at least the
date and time of inspection, observations made, and any maintenance, repairs, or corrective
actions taken by the Permittee. This log of inspections shall be maintained by the Permittee
for a period of five years from the date of the inspection and shall be made available to the
Division of Water Quality or other permitting authority, upon request.
2. Any duly authorized officer, employee, or representative of the, Division of Water Quality
may, upon presentation of credentials, enter and inspect any property, premises or place on
or related to the application site or facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept
under the terms and conditions of this permit; and may obtain samples of groundwater,
surface water, or leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the land application activities are carried out in
accordance with the conditions of this permit, the supporting materials, and in the manner
approved by this Division.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. This permit is not automatically transferable. In the event that there is a desire for the
facilities to change ownership or a name change of the Permittee, a formal permit request
must be submitted to the Division of Water Quality accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
8

4. The following are approved sites for residuals application (see attached map(s)):
Application Area [acres]
AL 4-1
Robert L. Marshall
23.1
AL 4-2
Robert L. Marshall
15.5
AL 4-3
Robert L. and William H. Marshall
11.4
AL 5-1
Donald G. Payne
10.3
AL 5-2
Donald G. Payne
11.8
AL 5-3
Donald G. Payne
12.9
AL 5-4
Donald G. Payne
12.8
AL 5-5
Donald G. Payne
12.5
AL 5-6
Donald G. Payne
12.1
AL 5-7
Donald G. Payne
12.1
AL 5-8
Donald G. Payne
6.0
AL 5-9
Donald G. Payne
73.0
AL 5-10
Donald G. Payne
7.4
AL 5-11
Donald G. Payne
6.0
AL 5-12
Donald G. Payne
5.2
AL 5-13
Donald G. Payne
4.5
AL 5-14
Donald G. Payne
3.4
AL 5-15
Donald G. Payne
7.8
AL 5-16
Donald G. Payne
11.4
AL 5-17
Donald G. Payne
8.3
AL 6-1
Robin Rogers
32.2
AL 6-2
Robin Rogers
28.3
AL 6-3
Robin Rogers
29.6
AL 6-4
Robin Rogers
11.2
AL 6-5
Robin Rogers
30.7
AL 6-6
Robin Rogers
30.3
AL 6-7
Robin Rogers
8.2
AL 7-1a
Rodney Herman
52.1
AL 8-1
�`�UV Owen Icenhour
19.7
AL 8=
e
Owen Icenhour
32.7
�8-3�
AL 8--4
Owen Icenhour/ V. Houston
Owen Icenhour/ J. Deal
11.1
10.1
TOTAL AVAILABLE ACRES. .5.63..7
a At issuance of the permit this land application site was covered mostly by timber. As
per the previous agreement between the Division and the Permittee the site shall be
reinspected before it can be used for land application.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4).
9

7. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions,
limitations and monitoring requirements the Division of Water Quality deems necessary in
order to adequately protect the environment and public health.
10. This permit shall become voidable unless the agreements between the Permittee and the
landowners/lessees are in full force and effect. The land owner agreements are considered
expired concurrent with the expiration date of the permit and must be renewed at the same
time the permit is renewed.
Permit issued this the 2nd day of July, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,
Preston Howard, Jr., P.E., Director
` Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0006906
10

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To: Permits and Engineering Unit
Water Quality Section
Attention: John Seymour
PRIORITY: No
Date: May 20, 19Q7
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Alexander
Permit No.: WQ0006906 (Modification)
MRO No.: 97-30
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: May 20, 1997
3. Report Prepared By: Michael L. Parker, Environ. Engineer TT
4. Persons Contacted and Telephone NumhPr_:_`F�r Ham-=
Wheelabrator Plater Technologies, (3Ky9-1-4)'__73?
5. Directions to Site: See permit application for the
locations of the proposed sludge land application sites.
6. Disposal Site(s), List for all disposal sites: See permit
application for coordinates of the proposed sludge land
application sites.
Attach a USGS Map Extract and indicate sludge disposal
site(s) on map. (See permit modification request)
7. Size: The Town has submitted 296 net acres for inclusion
into their land application program.
8. Topography: None of the proposed sites appear to be located
within the 100 year flood plain. Those portions of the
proposed sites, which have slopes >10% will be buffered for
surface application.
9. Location of Nearest Dwelling and Water Supply Well: There
are both wells and residences located adjacent to some of
the proposed land application sites, however, all appear to
be properly buffered in the application package.
10. Watershed Stream Basin Information: See permit application
for Watershed .information. The classifications for the
watersheds as proposed in this Permit modification. are Class
C and WS-II.
b. River Basin and Sul --)basin No.: Catawba, 0308.32
C. Distance to surface water from disposal system:. Varies
depending on the site (see Permit application package).

Page Two
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of sludge: 100%. Municipal
t
Town has one significant industry and is in the
process of developing a pretreatment program.
a. Volume: 85 Dry tons per year (estimated)
b. Types and quantities of industrial wastewater: The
primary industrial contributor is a textile stone
washing operation.
C. Prevalent toxic constituents in wastewater: none that
we are aware.
d. Pretreatment Program (POTWs only): The Town of
Taylorsville does not currently have a Pretreatment
Program, however, one is in the process of being
developed.
2. Current Permitted Capacity: N/A
3. Type of Treatment: Existing sludge treatment consists of
aerobic digestion. The sludge drying beds are no longer
used.
4. Sludge Handling and Disposal Scheme: In the ;past, sludge
was taken to the municipal landfill. The Town plans to rely
on land application for all future.dis^osal needs.
6. Treatment Plant classification: Class III
?. SIC_. Code(--) * 4Q.52
Wastewater Code(s): 01
Main Treatment Unit rode: 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
t
3. Air Quality and/or Groundwater concerns or hazardous
materials utilized at this facility that may imta..t .;_,:l+c,-
quality, air quality, or groundwater? Groundwater comments
should be obtained prior to the modification of this Permit.
There are no known Air Quality or hazardous materials
concerns.

L�
Page Four
Although none of the proposed sites appear to be in a flood
plain, the MRO recommends that the current (language) for
residuals application on flood plain soils be changed, and
subsequently noted in the amended Permit. In the past, flood
plain soils would only be approved for residual disposal during
the months when the GW table is predicted (by the published soils
description) to be greater than three (3) feet from the ground
surface. This approach was considered as "seasonal" permitting
and was usually restricted in the Permit between the months of
May through October. A recommended alternative to this approach,
which would also minim---e the potential for GW impacts, -Js *^
allow residuals application during any month as long as the
permittee can demonstrate (with documentation_) - usually through
hand auguring that the GW table is at least three (3) feet or
more below the soil surface immediately prior to residuals
application. This proposal was discussed with the MRO GW Section
and they offered no objection. Such being the case, the modified
Permit should be amended to reflect the above requirements for
residuals application on sites containing soils in which
seasonally high GW levels (<3 feet) are predicted.
Pending a review and approval of this project by the SFRG
and concurrence by the GW Section, it is recommended that the
permit be modified as requested.
Water Qualit/f/Regional Supervisor
hands ndsrW taylors1.sly
JI- 2-
, %
ate

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DIVISION OF WATER QUALITY
GROUNDWATER SECTION
l 9;`�
M E M O R A N D U M
TO:
Regional Office Mw� OP
FROM: C��-bsr /�;Y��S NATURAL ROf3 �?G
SUBJECT: Application for `Per-m@ Wd' $ %
!/ Pem.i tAmerdment [ ] p 1
pc _0.r, %ryk4�.�p. 1�4<_.4FpS}4e cp..`�Si Ii
Ih�PL'J:.•ui� 61P�ti.<•.:za IIiUU
New Permit
Facility Name: / _1,w._ 7"ivs//ons u�//e
County: Ale X''4-,&"
ol
Type of Project: A-D S%�
APPLICABLE PERMIT NO . s : Q
DEH A to C
EPA (CONST. GRANTS) UIC
The Groundwater Section has received ONLY ONE (1) copy of the
referenced permit application. A copy of the application should have
been sent to your Regional Water Quality Supervisor, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE
REGIONAL OFFICE, PLEASE LET ME KNOW.
The Groundwater Section recei
permit application. _ne c5;p"
two (2) copies of the referenced
The Groundwater Section has received a subsurface disposal project
from the Div. Env. Health's On -Site Wastewater Section. A copy of
the application has been forwarded to DEH's Regional Soil
Specialist, Please coordinate your review with
that Soil Specialist.
Pl;eeview the application materials for completeness. If you feel
additional information is necessary, please let me know no later than
4 zc,,19��. A copy of any formal request for additional information
\,wi1 be for-wardcd.to you.
If you do not need any additionaWO.'o complete your review,
please provide your final comments lay ��s. �� /9J If you request and/or
receive additional information,, your . nail co enters are due no later than
14 days after you receive the additiohal motion.
\TRANS.SHL (rev. 2/3/97)

Division of Environmental Management
Date
MEMORANDUM
To: Bob Cheek, Supervisor
Permits & Compliance Unit
Groundwater Section
From: Tc 0 S Project Engineer
Permits & Engineering Unit
Water Quality Section
Subject: Groundwater Review
Non -Discharge Application No. I VT OO-9 d-9c 6'
Facility Name: s- v r ll -
County: A le :.u, de, � L � � c/ al��p ( � /G d"
(GW # i 7 0 r ) /
'�T r' °I ( 'r r-tt rr-r
Attached you will find plans, specifications, and supporting information �e New
Y P P + PP g
for the above project.
Please let me know whether you will or will not be conducting an
extensive review of the subject project by
If I can provide additional information, please contact me at ext.
FV1 will
(1) The Groundwater Section 0 will not* conduct an extensive
review of the subject.
* Groundwater Section will not review application for the reason
listed below:
-70
i
(2) A request for additional information will be forwarded -to 0,14 by the
reviewer listed below.
GW Reviewer: 4ii Date: Al
9/6/90

Division of Water Quality
May 20, 1997
To: Cindy Boyles
From: Chuck Pippin
Subject: Town of Taylorsville-GW#97095
The review of the Town of Taylorsville permit renewal/amendment has been completed.
Generally all of the amended fields look good and I recommend them for land application;
however, field 6-3 should be examined a little closer for bedrock exposure and buffered
accordingly. While driving through field 6-3 bedrock was observed. I augered a hole near the
outcrop and achieved auger refusal at 1.5 feet. All the fields are nicely drained, they have sandy,
silty, clayey soils and except field 6-3 all the buffers appear appropriate. Field 7-1, is partially
wooded and is to be cleared off and developed for crop use. It was agreed that the field could be
included in the amendment, as long as MRO staff could reinspect the field before the first
application of sludge. An old well is located near field 8-4. It is not in use and should be
abandoned; however, it is greater than 100 feet from the application area.
Should you have any questions please call.

' GW # g7og5
GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
���/� j?' ;n DATE � y7 FIELD INVESTIGATION? (YIN)
REVIEW BY _ NTY
FACILITY NAME �d`r'� 74 `/l02SU;ic% � 'Ve&0Z62' 1 COU
LOCATION Sg s mos
TYPE OF DISPOSAL SYSTEM (LAGOON, ETC.) �'¢U� '`rw DES GN CAP. (GPD)
DESCRIPTIO OF FACILITY Severn/ � r-'CJ v../ }�� t/ s er w i D
r� 14c'm c looms �a D
&/OR SIZE OF APPLICATION AREA � TI I
SIZE OF IMPOUNDMENT (FT. SO.) PRIMARY SECONDARY TERTIARY
WA T - R MUN. SL MUN. W. WATER:
IND. SLUDGE
IND. WELL WATER __OTHERS:
"'jO FT., WELD rO° FT.
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM � PUMP RATE (EST.) I
FOR WELL: TYPE OF USE , DEPTH ��, , , yj�lie,
D E/I CREASE CHANCE OF GW CONTAMINATION:
WHAT DESIGN CONYDI IONS WI
WHAT NATURA SITE C NDITIONS WIL EDUCF�ICREASE CHANCE OF GW CONTAMINATION:
sly � '�
• /J'cr f"ed 6-3 /�•s rcck/ E ire
'may s 3• y FT., SEASONAL HIGH W.T. �6' s FT., ANNUAL W.T. FLUX — —
DEPTH T0: BEDROCK
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER
DEN. LITHOLOGY�"/y�� e
ASURED ❑ M SURED
�� STIMATED
HYD. COND. /0 FTJDAY ESTIMATED FT./DAY
THICKNESS- > y FT. DOWN ; EXISTING: UP d DOWN �
NO. OF MONITER WELLS: PROPOSED: UP
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION= _ " _ — 4 5 6 6A 8B
T 1 2 3
SITE GRADE (HYDROGEOL.) == SITUATION GRADE= --
PROPOSED SAMPLING SCHEDULE & PARAMETER(S):
HAVE
THERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARD . YES NO
HAS ANY ENFORCEMENT ACTION BEEN TAKEN? YES NO
DATE OF ACTION.
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN:
REMARKS/ RECOMMENDA
f'; P/cl5 /ctivlC � .Ir�ctoik•.�.r /GdP���i
is (Conti%que[0 reverse,'rf necessary):
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(0 he-
HYD. REGIONAL SUPERVISOR
GW-48 Revised 04/94

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DIVISION OF WATER QUALITY
GROUNDWATER SECTION
May 28, 1997
MEMORANDUM
To: Kim Colson
Through: Bob Cheek ka-, r-
From: Cindy Boyles Croce
Subject: Town of Taylorsville
Land Application of Wastewater Residuals
Alexander County
WQ0006906/GW97095
(John Seymour: DWQ SERG Review Engineer)
N.C. DEPT- . OF
RINWITZOrar>fENT, 111,7,ALTM
& NATURAL RE —SOURCES
JUN 2 1997
OIVISJOO OF EOLiOUROML MAqAMENT
I,"0IESVILLE REGIMAO BE
The Groundwater Section has reviewed the subject permit application for renewal and amendment
(the addition of 262.2 acres for land application) of the existing permit for the Town of Taylorsville
in Alexander County. With the additional acreage, the permit will allow for a total of 563.7 acres to
be used for the land application of wastewater residuals. A site visit was conducted by Mooresville
Regional Office staff. The Mooresville Regional Groundwater staff reached an agreement with
the permittee that the Section would be allowed to reinspect Field 7-1 (see attachment) before
it could be used for land application. The only other concern is that there is an old well'near
Field 8-4 (see attachment) that must be abandoned (see permit conditions, They concluded that
the proposed additional areas were acceptable for land application, and that at this time groundwater
monitoring is not considered necessary. Therefore, the Groundwater Section recommends reissuance
of the permit with the following conditions:
* 1. Within sixty (60) days of permit reissuance the old well located in between Fields 8-4
and 8-3 (see attachment) must be abandoned in accordance with 15A NCAC 2C.0113
(Abandonment of Wells). A Well Abandonment Record (Form GW-30) must be
submitted for the abandoned well to the Mooresville Regional Office, Groundwater
Section, 919 North Main Street, Mooresville, NC 28115, within thirty (30) days of
abandonment.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
* -- Different language from previous permit.

Memorandum
May 28, 1997
Page 2
* 3. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations
in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance
Boundary for the disposal system individually permitted after December 31, 1983
is established at either (1) 250 feet from the waste disposal area, or (2) 50 feet within
the property boundary, whichever is closest to the waste disposal area. An
exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to immediate remediation action in addition to the penalty
provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around
the disposal systems midway between the Compliance Boundary and the perimeter of
the waste disposal area. Any exceedance of standards at the Review Boundary shall
require remediation action on the part of the permittee.
4. No land application of waste activities shall be undertaken when the seasonal high
water table is less than three feet below land surfaces.
If there are any questions, please contact me at 919-715-6168.
Attachments
Permit Files
CAB
GW97095.REN
* -- Different language from previous permit.

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January 21,1997
ROBERT W. DUNCAN
TAYLORSVILLE, TOWN -A SLUDGE
204 MAIN AVE. DRIVE SE
TAYLORSVILLE, NC 28681
SUBJECT: PERMIT NO. WQ0006906
TAYLORSVILLE, TOWN -A SLUDGE
ALEXANDER COUNTY
Dear Permittee:
JAN n 7 W97
FIEIi!d"AL F<FFIGE
Our files indicate that the subject permit issued on 10/07/96 expires on
10/31/97. We have not received a request for renewal from you as of this date.
A renewal request shall consist of a letter requesting renewal and completion of
the enclosed application, submitted in triplicate. A processing fee must be submitted
with the request. Please find attached a copy of the 15 NCAC 2H .0205(c) regulations.
The processing fee for your facility is based on the design or permitted flow,
whichever is appropriate, listed in the first four categories of facilities. Sludge
renewals are based on total acres of land permitted. If the facility covered by this
permit contains some type of treatment works, a narrative descriptor of the sludge
management plan that is in eff^.ct at the facility must be submitted with the
application for renewal.
The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is approved.
Please be advised that this permit must not be allowed to expire. If the renewal
request is not received within 180 days prior to the permit's expiration date as
required by 15 NCAC 2H .0211, you will be assessed an automatic civil penalty. This
civil penalty by North Carolina General Statute may be as much as $10,000 per day. If
a permit renewal request is not received 180 days before permit expiration, a civil
penalty of at least $250 will be assessed. Larger penalties may be assessed depending
A

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Page 2
on how late the request is made. In addition, any permit renewal request received
after the permit's expiration date will be considered as a new application and will be
required to pay the higher permit application fee.
The letter requesting renewal, along with a completed Non -Discharge Permit
application and appropriate standard fee, should be sent to:
Permits and Engineering Unit
Division of Water Quality
P. 0. Box 29535
Raleigh, North Carolina 27626=0535
The check should be made payable to the North Carolina Department of Environment,
Health, and Natural Resources (DEHNR).
If you should have any questions or need any additional information regarding this
matter, please contact me at [phone].
Sincerely,
()riginal Signed By
John T. Seymour
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: Mooresville Regional Office
Permits and Engineering Unit
Central Files

M�p
To: Permits and Engineering Unit
Water Quality Section
Atten: John Seynmour
Date:
PRIORITY: YES
(see Part IV)
September 13, 1996
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
County: Alexander
Permit No.: WQ0006906
MRO No.: 96-171
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 12, 1996'
3. Report Prepared By: Michael L. Parker, Environ. Engineer II
4. Persons Contacted and Telephone Number: Robert Hamilton,
Bio-Gro, [phone].
5. Directions to Site: See permit application for locations of
the various sludge land application sites.
6. Disposal Site(s), List for all disposal sites: See permit
application for coordinates of sludge land application
disposal sites.
Attach a USGS Map Extract and indicate sludge disposal
site(s) on map. (See permit modification request)
7. Size: The Town has submitted ti 268 acres for inclusion into
their land applicction program.
8. Topography: Neither of the two'sites are located within the
100 year flood plain. Portions of both sites which have
slopes >10% will be buffered for surface application.
9. Location of Nearest Dwelling and Water Supply Well: There
are both wells and residences located adjacent to both land
application sites, however, all appear to -be properly
buffered in the application package.
10. Watershed Stream Basin Information: See permit application
for Watershed information
a. Watershed Classification: Fields AL4 1,2,3: C.
Fields AL5 1-17: WS-II
b. River Basin and Subbasin No.: Catawba, 030832
C. Distance to surface water from disposal system: Varies
depending on the site (see Permit application).

r - i
I -
Page Three
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Town of Taylorsville, has applied for a
modification of its non -discharge permit for the addition of z
268 acres to its sludge land application program.
Comments on the proposed land application sites are as follows:
Fields AL4-1,2,3
Slope (topography) will restrict a portion of the available
area. These areas have been buffered by the applicant.
Excellent soil depth and cover crop were found during the
site investigation. These fields are well buffered on the
north, west, and south sides.
Fields AL5 1-17
Fields 1-15 are actually strip crop rows, which are
contiguous with each other. The fields were segregated by
the land application contractor for operational purposes.
All of the fields (1-17) have established cover crops and
deep, well drained soils. Appropriate buffering will be
necessary for those areas adjacent to water courses,
dwellings, and property lines.
It is recommended that the permit be modified to include the
fields described above. It should also be noted that the Town is
currently experiencing a serious solids storage/disposal problem
due to the Town's largest land application site's owner abruptly
dropping out of the program. Therefore, it is important that
prompt review be given this request to avoid WWTP noncompliance
due to an inability to remove solids from the treatment system.
Signature o
r i 1 ► ��--
Water Quality
h:�nsdr�ndsrH6 taylars.sIq
eport Preparer Date
ional Supervisor Dat

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 30, 1997
MR. ROBERT W. DUNCAN
TOWN OF TAYLORSVILLE
204 MAIN AVENUE DRIVE, S.E.
TAYLORSVILLE, NORTH CAROLINA 29681
Dear MR. DUNCAN:
1••
�EHNF�
Subject: Application No. WQ0006906
A Sludge Facility
Sludge -Land Application
Alexander County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on April 28, 1997. This application has been assigned the number listed above.
Your project has been assigned to John Seymour for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact John Seymour at [phone] extension 546. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely, `
)Kim Colson, P.E.
l`
' Supervisor, State Engineering Review Group
cc: ooresui�ll'eRgion Of oaf c_"e�_
Bio Gro Systems, Inc.
Pollution Prevention Pays
\ P.O. -Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action.Employer
1I

Town of Taylorsville Land Application Sites
Town of Taylorsville
Land Application Sites
April 28,1997
Wheelabrator Water Technologies Inc.Bio Gro Division
:.;;:.;:................................................................................................................
g

A
Wheelabrator Water Technologies Inc.
No Ore Dhrlsbn
A WMK Taehndnes CWWAY Tel. [phone]
seutmuk Aegiea Fu 205.6&1.7$7e
me salchu Orae
Pelham. AL 35124
April 23, 1997
Mr. Donald Safrit
Division of Water Quality
S.y z North Salisbury Street
Raleigh, NC 27604
Re: Renewal and Modification
Taylorsville, NC Permit No. W00006906
Dear Mr. Safrit:
Transmitted herein for your consideration is site specific information on the following land
application sites located in Alexander County. This report will serve as a request for renewal and
modification of Taylorsville's land application permit number W00006906_ The sites to be
considered are as follows:
Owner
Site
Field(s)
Robin Rogers
AL6
1 through 7
Rodney Herman
AL7
1
Owen Icenhour
AL8
1 and 2
Vance Houston
AL8
3
Jolene Deal
ALB
4
Bill Pope
AL3
Dropped
If you have any questions or require additional information, please contact me at 704.732.8500
Sincerely,
Robert Hamel of n
Agronomist
RH.bg
F1wPD0mTEcrosv=T1,ALLEREm
�o,w m+as*+m PP4�M

SITE SUMMARY SHEET
Project Name Town of Taylorsville
SITE
GROSSACRES
NET ACRES
Operator
AL6
189.4
170.5
R.Rogers
AL7
60.9
52.1
Herman Dairy
AL8
87.4
73.6
O.Icenhour
Total.
337.7
296.2

Town of Taylorsville Land Application Sites
Table of Contents
Section 1.0 Permit Application Form
Section 2.0 Attachments
Section 3.0 Site Specific Information
Wheelabrator Water Technologies Inc.:.:::.................................................................................................................. ..
9 Bio Gro Division

Town of Taylorsville Land Application Sites
Section 1.0 Permit Application Form
WheelabratorAWater TechnolIes :.........................................................................................................................
o Inc
............. .:.:....;:.;:.:.;:.:.;:.;:.;: <: :
9 Bio Gro Division

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS
This application is intended for residuals'which will be regulated under 40 CFR Pan 503
GENERAL MORMATION-.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): �a
Town of Taylorsville, North Carolina Wastewater Treatment P1,-ant:_.
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compWce):`
David M. Robinette, Public Works Director-77
204 Main Avenue Drive ,SE c__=
3. NWLng address.
Taylorsville NC 28681
Cin•: State: Zip:
Telephone Number: ( 704 ) 632 . 2218 Fax 704 .632 . 7964
April 1,1997
4. Application Date:
400.00
5. Fee Submitted: S (The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).1
4. Specify whether these residuals will be land applied to: agricultural lands, forest, public contact sites,
reclamation sites: (Please be advised, if these residuals will be distributed for lawn or home garden use, the
application for the "DISTRIBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
7. if the alwmative for residual d_:posal consists of "surface disposal" as defined under 40 CFR Part 503, please complete the
application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS. Please identify if there is any storage of residuals in
a surface impoundment or disposal thru landitlling. Explain:
Not Applicable
S. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site), please specify the number of acres on
whicb residual solids air to be !End applied under the authority of this permit
proposed in this application: Z 9 6 . 21 acres; total (current and proposed): 563 . 7 acres
9. Counry(ies) Rbere residuals sill be land applied:
II. PERMIT INFORMATION-
1. Application No. (Rill be comr`.eted by DEK:
2. Specify wbether project is: new: X renewal'; X modification
For renewals, complete all s ecdons included in the application, in addition, please submit updated cumulative loadings
for the ten (10) pollutants a.^d updated owner's agreement for Zaa site.
3. If this application is tieing su,=.lard as a result of a renewal or modification to an existing permit, list the existing permit
number
WQ0006906 and its issue date November 13,1992

.,i. i .,..+ '!NFORMATION (attach additional pages for additional sources of residuals):
1. Name of facility where residuals are generated or prepared: TOWN OF T a y l o r s v i l l e
N.000262.71 Town of Taylorsville
2. Facility permit number ;facility permit bolder:
3. Specify whether facility in Section III.I is owned by: federal; private, state; X local government.
4 Specify facility design flow, 830 , 000 gal _ m$d; fariliryaverage daily now: 400 .000 gal gd-
Type of residual storage: Digester ( aerobic)
,
Volume of residual storage: 300000. gallons ,
Length of residuals storage at facility: 90 days (the Division requires a minimum 30 days storage in units that
art separate from treatment system, i.e. not in clarifiers, aeration basins, etc.);
Maximum storage time of residuals be8 y en a; plicabon events: 90 days.
Estimated volume of residuals:
(dry tons/yr.);
S. Are there any other storage facilities, other that the above, currently on site: Yes, X No.
. If Yes, please idendf)•:
6. Facility contact (person famili2 with residuals preparation):
Brian Eades
7. Facility contact's tclepbone nu=ber: ( 7 0 4 ) 632,5280
8. Location of treatment facility: M i n n i q a n L a n e State; N C Alexander- e x a n d e r County
tm
9. Mailingaddress: 704 Main Avenue Drive SE, Tay] orsville, NC 28681
10. Latitude: 3 5 ° 54 ' 25 ' ' Longitude: 81 G 10 ' 001,
11. Specify the source of the residuals: X trea-tent of domestic wastewater, treatment of industrial wastewater;
other (explain):
Attach an explanation of either the treatment ::ocess, manufacturing process, or bow the waste is generated. Prov:fie full
and complete details of the end.-_ process.
12. Does the facility which generztes the residuals Save an approved pretreatment program? X Yes; No.
This includes facilities which are classified at a "Class I" facility (any publicly owned treatment works required under 40
CFR 403.8. to have an approved pretreatmen: program or any facility treadne domestic sewage that is classified as "Class
I" by the appropriate federal or State authority)
IV. RESIDUALS I.NFORNIATIO\ (attach additional pages for additional sources of residuals):
Information for Hazardous Waste (RCRA) termination. Toe informauon requ=bwd ou the Umitau'uub below
pertain only to those residual that are genera:!d from a municipal wastewater treatment facility with industrial conuibution
or active pretreatment prograr, and from any aver treatment facility with w astcwater sources that include industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? Yes; X No. If Yes,
list the number(s):
b. Do the residuals exhibit i-my of the foes- cbaracteristics defined by 40 CFR 261.21-261.24? * Yes; X No.
Attach laboratory results for the Tozici:-. Characteristic Leaching Procedure Analyses, Reactivity, Ignitability, and
Corrosiviry for each residual.
!> Deer If the followine constituent levels (a: determined by the Toxicity Characteristic Leacbing Procedure Analyses) are
exceeded in the res:j_als or if the -H of the residual is not witbin the range listed below. the residual is by
definution a Haia:do_s waste. Cbem;zal artalyses mus; be made to Minimum Detection Levels.
:P_\j P.P%1
Arseruc 5.0 Barium 100.0
Benzene 0.5 Cadmium 1.0
FORM: LARS 06/94 Page 2 of 18

f Carbon tea-achloride
0.5
Chlordaoc
0.03
Cblorobmzene
100.0
Chloroform
6.0
Chromium
5.0
o-Cresol
200.0
m-Cresol
200.0
P-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1.2-Dichloroethane
0.5
1,1-Dichlorvetbylene
0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02
Heptachlor (and its bydroxide)
0.008
Hexachlorobenzene
0.13
Hexachloro-1,3-bum4crie
0.5
Hexachloroethane
3.0
Lead
5.0
Lindane
0.4
Mercury
0.2
Metboxychlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silva
5.0
Tetrachloroetbyiene
0.7
Toxapbene
0.5
Trichioroctbylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichloropbenol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
PH (2:1 volJwt-):
>2.0 s.u. - <12.5, s.u.
DOTE: IF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE,
AS NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR
THAT RESIDUAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS
APPLICATION.
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprebensive enough
to completely cbaracterizc the residual and must be based upon a review of the process that generates the material. If the
facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The analysis must include a minimum of the following parameters
and any otber lotowa and suspected contaminants that ar: tributary to the system.
Arsenic
Molybdenum
Cadmium
Nickel
Chromium
Selenium
Copper
Zinc
Lead
Aluminum
Mercury
Ammot:ia-Nitrogen
Calcium
Phosphorus
Magnesium
Potassium
Nitrate -Nitrite Nitrogen
Sodium
% Total Solids
T)Q�
PH
Plant Available Nitrogen
(by calculation)
3, Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals (aaacb lab analysis):
Pollutant
Pollutant Ceilint Concentration (mg/kg)
Dr-.- �61eiebt Basis
Pollutant Concentration (mgA-g)
I)n- Weiebt Basis
Arsenic
75
2.00
Cadmium
85
1.0
Chromium
3000
112
Copper
4300
131
Lead
840
32
Mercury
57
0.70
Molybdenum
75
8
Nickel
420
4 -
selenium
100
.97
Zinc 1
7500 1
342
FORA: LARS 06/94 Page 3 of 18

V . 'P' THOGE.N AND VECTOR ATTRACTION REDUCTION INFORMATION (att-ach additional pages for
additional sources of residuals).
l . In accordance witb 40 CFR Pan 503, a residual can not be land applied if it dots not meet one of the following alternatives
for Class B patbogen reduction
B 1 Please specify a, bl, b2, b3, b4, b5 or a from below (submit all lab analysis. test results and calculations):
a. at least seven residuals samples should be collected at the time of use and analyzed for Fecal colifortms during each
monitoring period. The geometric mean of the densities of these samples will be calculated and should be less than
2,000.000 most probable number per gram of total dry solids, or less than 2,000.000 Colony Forming Units per gram
of total dry solids.
b. the residuals must be treated by one of the following "Process to Significantly Reduce Pathogens' (PSRP).
1. Aerobic Diresuon - residuals are agitated witb air or oxygen to maintain aerobic conditions for a mean cell
residence time and temperature between 40 days at 200 C and 60 days at 150 C.
2. Amine - residuals are dried on sand beds or on paved or basins for a minimum of three months. During two of
the three months, the ambient average daily temperamm is above 00 C.
3. Anaemic Digestion - residuals are treated in the absence of air for a mean cell residence titre and temperature
between 15 days at 350 C to 550 C and 60 days at 200 C.
4. t'SrII1i2�!JnS - using either the within -vessel, static aerated pile, or windrow composting methods, the temperature
of the residuals are raised to 400 C or higher for five days. For four hour during the five days, the temperature in
the compost pile exceeds 550 C.
5. Lime C a i i -tion - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two hours
Of contact
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens" (PSRP),
as determined by the peratining authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Comminee.
2. ]n addition, when residuals are being land applied, at least one of the following vector attraction reduction requirements (a,
b, c, d, e, f, g, b, L or j) described below must be met.
Specify the lener(s) of the vector attraction reduction requirement that have been met (submit lab results, test
results and calculations). Any variation of the below must be described in full detail and attached.
a. Aerobic of Anaerobic Dip ion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction is
measured between the residuals, prior to stabilization; and the residuals ready for use or disposal. This criterion should
be readily met by properly designed and operated anaerobic digesters, but not as readily met by aerobic digestors.
Treatment facilities with ae; ob;c digestors may need to meet the vector ar raction reduction requi: timer.; t: routs l8c o:
18d.
b. Anaerobic Digestion . If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by further digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 300 C to 370 C. If, at the end of the 40 days, the volatile solids are reduced by less than 17%, vector
attraction reduction is achieved.
c. Aerobic Diceciion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction Bait be demonstrated
by further digesting a portion of the previously digested residuals that have a solids content of 2% or less in a bench
scale unit for an additional 30 days at 200 C. If, at the end of the 30 days, the volatile solids are reduced by less than
15%, vector attraction reduction is achieved.
d Aerobic Digestion - The specific oxygen uptake rate (SOUR) &ball be equal to or less than 1.5 Milligrams of oxygen
per hour per gram of total dry solids at 200 C.
e. Aerobic Prrce«ec - The temperatwe of the residuals for at least 14 days shall be greater than 40° C. During this time,
the ave:age tem erasure shLl! be greater than 450 C.
f. Alkaline 5 ahiliz-r; n - The pH of the residuals is raised to 12 or higher by alkali addition and. witbout the addition of
more alkali, remains at 12 or bigber for 2 hours and then at 11.5 or higher for an additional 22 hours.
FORM: LARS 06/94 Page 4 of I8

4
S. DCdno (stabilized snlide, - The total solids of iesiduals that do not contain unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other materials is not
allowed to achieve the total solids percentage.
b. Die (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated in a
primary wastewater treatment process, shall be equal to or greater than 90%. Blending with other materials is not
allowed to achieve the total solids percentage.
i. Iniection • Liquid residuals are injected below the land surface, with no significant amount of residuals present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours afar being discharged from the pathogen treatment process.
j , Tnco=ration - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of application,
unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated within 8 hours
after discharge from the patbogen treatment Process.
Vl. RESIDUALS TRANSPORT AND APPLICATION:
How will the residuals be delivered to the application sites peak proof trucks. etc.)?
See Plan of Operation
2. What type of equipment will be utilized for land application?
See Plan.of Operation .
How will the application of the residual be controlled to ensure that there is proper distribution over the site?
See Plan of Operation
Will the land application operation utilize a contractor who specializes in Residuals Management or will the permitter
X
management the program" Contractor; Permittee. If a contractor is utilized, provide the name of the firm, a
contact. address. and telephone number: Wheelabrator Water Technologies Inc.
Bio Gro Division P.O. Box 388, Pineville, NC 28134
Robert Hamilton, 704.732.8500
VIi. SITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application (please attach map(s),see La.):
Application Area (acrti]
Maximum slope
Site T*Jo.
Ceun v
Owner_/Lessee
(excjudi buffers)
(in percent)
AL4
Alexander
Robert L.Marshall
50.0
8%
AL5
Alexander
Donald G. Payne
217.5
5%
AL6
Alexander
Robin Rogers
170.5
8%
AL7
Alexander
Herman Dairy
52.1
8%
AL8
Alexander
Owen T. Icenhour
73.6
8%
Vote: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along
vvab the informztion listed below:
A vicinity map must be attached. This map must show the location of each site in relation to at least two
geographical references and major intersection (numbered roads. named streams/rivers. etc.).
FORA: LARS 06/94 Page 5 of 18

b. For all new or modified sites, a detailed site location map must be amacbed delineating both total and buffered acres.
This map must be drawn to scale with topographical contour intervals not exceeding ten feet or 25% of total site relief
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
and all dwellings within 500 feet of the land application areas; and all buffers.
Note: At least the following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be
- required:
1. 400 feet from any habitable residence or piece of public assembly under separate ownership or which is to be sold
for surface residual application,
200 feet from any habitable residence or place of public assembly trader separate ownership or which is to be sold
for subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Clan I or Class II impounded reservoir used as a source of drinking water.t
3. 100 feet between any surface residual application area and any stream, lake, river, or nattaal drainage way,
50 feet between any subsurface residual injection area and any stream, lake, river, or natmtral drainage way.t
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated
maps must be submitted and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water diversions {upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water diversions (dowulope).
7_ 25 feet between the disposal area and any groundwater lowering and surface drainage ditches.
t SPECIFY THE NA ,AE OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS
(as established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE
THE ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 19% for subsurface
application.
For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be -signed by the soil
scientist) which addresses soil color; the depth, thickness and type of restrictive.horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. if the depth to either groundwater or bedrock is less than direr feet, please also attach a demonstration.
using predictive calculations or modeling ffz!bods acceptable to the Director of the Division of Environmental
Management, that the use of this site will not resu:: in the contravention of classified groundwater standards as contained in
NCAC 2L .0200. In no case shall the sepmuon br less than one foot. This report must be signed by the soil
scientist and submitted with application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning cover
crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts and any
other contaminant know to be in the residual. A pan of the agronomists recommendations must be a crop management
plan. This plan must determine the crops to be grown on the site(s), when they should be grown and bow they should be
harvested and marketed. This report .must be signed by the agronomist and submitted with application.
4. Attacb a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual:
Standard Soil Fertility Test (which includes): pH
Phosphorus
Potassium
Acidity
Calcium
Manganese
Magnesium
Zinc
Copper
% Humic Matter
Soditmr
Cation Exchange Capacity
Base Saturation (by
calculation)
And the following Metals: Arsenic
Lead,
Nickel
Cadmium
Mercury
Selenium
Chromium
Molybdenum
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
artachment titled "Calculations Work Sheet' (beeinning on Page 11 of 18). If more than one residual is to be covered by
this permit, additional worksbeets must be attached.
FORM: CARS 06/94 Page 6 of 18

Vlll. GENERAL INFORMATION:
I. Five (5) complete copies of the permit application and five (5) copies of all required supporting information, including
cover letters must be submitted or the application package will be returned as incomplete.
2. Please explain how access to the land application sites, by botb people and animals, will be controlled following the
application of residuals: See Operations Plan
a. Animals shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must be taken to control public access to the land application sites during the active site use and
for 12 months follo-mg the last application event_ Sucb controls may include the posting of signs indicating the
activities being conducted at the site.
3. Please explain the procedures tbat will be used to establish and maintain the buffers during the application process (i.e. will
_ the sites be flagged): See Operations plan
4. Please attach an executed "Agreement For the Land Application of Residuals to Private Lands" for each land application site
that is not owned by the applicant. A copy of the DEM approved form is attached. If the applicant wishes to use a
different form or a modified form, prior approval must be received from DE-M.
5. Each application site must be assigned a site identification number.
6. Artachmen[s may be utilized to provide the information that is requested in this application form; however, if attachments
are utilized, their location should be so indicated on the application form. All attachments must be numbered to correspond
to the individual pare of the application that require the attachment. If the attachments are pan of a larger document, a
table must be provided that lists the locations of the required information.
Applicant's Certifiicccat7'ZI
:
I, l/��°� ,�7 r?& attest that this application for
Town of Taylorsville
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pacts 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. e
L:�
Signature0DateZ 5�
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWLNG ADDRESS:
NORTH CAROLINA DIVISION OF ENN'IRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: [phone]
FAX NUNIBER: [phone]
Ff1A\T• T A DC' netn4
n___ -r _r 10

r ncessing of this application will not be initiated until five (5) copies of all of the following
.,is have been submitted in addition to five(5) copies of the completed application form. if
any of the below items have been excluded from the package, please explain.
1. Is a general location map included?
YES X or NO
2. Is a site map (drawn to scale) included which delineates total and buffered acres and
shows all property lines, buffers, existing wells within 500 feet, topography, drainage
features, and any surface waters?
YES X or NO
3. Is a vicinity map enclosed which clearly indicates the projects location with respect to
State roads and named Surface waters?
YES X or NO
4. Is a signed soil scientist report included which defines the following:
a) field descriptions of texture, color, and structure, t
b) depth and thickness of soil horizons,
c) presence of any restrictive soil horizons or layers,
d) depth to seasonal high water table,
e) the hydraulic conductivity,
f) recommended loading rate for the site,
YES X or NO
5. Is a signed agronomist's report included which identifies the crop and loading
recommendations for N-P-K?
YES X or NO
6. Is the Crop Management Plan included in the application package?
YES X or NO
7. Has the Land Owner's agreement been completed and signed?
YES X or NO
B. Appropriate fee in accordance with 15A NCAC 2H .0205(c)(5)-(eff. February 1, 1993):
New Applications, Modifications or Late Renewals $400.00
Timely Renewals without Modifications $250.00
YES X or NO
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must
be inclued as a part of the application package.
FORA: LARS 06/94 Page 8 of 18

---.•• - ..a..r r'urr - LS-10 Gro 704-732-8501 -
P.07
1WS form must be complete4l by the appropriate RtSional Office and Included Irith the
sobnUssion oft a application package.
NSTRUCTIONS TO APPLICANT
Ln odder to determine the Classification Of the watershed in which these hard aDpUcation activities WM be
)aavA. yoe are required to submit this farm, with itMS 1 through 8 emplered. to the approp 1% Division of
Envirmfttoer+tal Management Regional -ureter Quality Supervtsar (see anwhad listtrtj). At a Minimum, you must
include an &S' by 11' copy of the portion of a 7.5 minute USGS Topographic Map VAieh Moans the sub*t
surface waters- You mot identify ft locative, of rite faddy and the c1ma downslope surface waters (watvs for
which you are requesting the classification) on the submined leap copY. the application may not be
sob nutted until this form is eee„pleted and included with the so wd al.
- Appbcat91 (pk= apeeJy tit name of the munieipNity. eoepontion. individwi. of other ):
Town of Taylorsville
2. N=! and Complete Address of Applicant: David M. R o b i n e t t e
Public Work's Director. 204 Main Avenue Dr. S.E.
Cite: Taylorsville Stitt: MC Zip; 28681
Tele;hone Number: { 704 4�. ! 6 3 2.2 218
3. Ptqjtct Nam -Town of Taylorsville
�.—.
4. Volune of fesiduals to bt: land appbed; 84 dry Wns pet Ym
3. Aawe of closest surface waters: M t1 d d y 1:2ke
6. Cou.,,+ty(s) where land applicnion site is located: Alexander
Taylorsville NC 1970
1. 9►!�p tame and date=
C. Appt cant Sirature: d. �
TO: REGIONAL WATER QUALITY SUPERVISOR
Pleaac "vide with the classification of the watershed where these )and application activities will occur.
AS identiW tat, the turned map segment;
Nam of Surface waters:
e
Clauitaeion (as established by the Environmental Management Commasion);
Proposed Clusifation. if applicable: N �9
Signattue of regiony office personnel: Date:
>F10101: L ARS 06194 Page 9 of is

.-• _.. �, ara.9Lr M�"tffV. "any MOO - Bio Gro 704-732-8501 P.05
TDis form must be corn slated s y t p Othaoapplication pal Ofnce and Included with the
NSTRUC'TIONS TO APPLICANT
in orda w determine the classifkAtiea of the wsttnhed in whkb these land application activities will be
located, you are tMuired to 3ubMil this fOMs with itettnc 1 thpoulh S eotopleted. too the "W"It. Division of
Envi#)PAenu d Mangement RegioFWWater t�a]ity Sttpetyiaovr (see acta�d listtnS)- At I rn u®. yt„r must
Irtcittde an a3' tay 11, copy of the potion of a 7.5 minuft USGS TOMT11Phic b4ag wht* grows IM subject
surfice wattas. You muse identify the 1=don of the facility and the chest downsiope surfa= waters (w►aws for
which you are rt:qutSUng the classifieatior+) an the subtalrAd soap copy. The e application may t10t be
subatitttd until this form is completed tend included with the subinittal.
4
3.
4.
S.
6.
7.
a.
App!XMI (please s 9C* the nmw of the munitcodity. corporation. individual. or other):
Town of Taylorsville
Nam,. "Complete Addrtts of llpplicattt:
David M. Robinette
Public Work's Director, 204 Main Avenue Dr. S.E.
eio.: Ta 1 orsvi 11 a Stet: NC Zip: 26661
'islepone Number- ( 704
proj+ltKjj t., Town of Taylorsville
tuns
volcute ®f residuals to be led applied: 6s dry tons yew
Name of closest satiate wants:
ak Shoals creek
Cojurtty(s) •.heft land application site is located:
Map name and date.
Appjcant Signature=
Alexander
TO; REGIONAL AVATER QUALITY SUPERVISOR
please' provide me with the classification of the watershed where these 14nd applicautm activities will occur.
as idetWfied or► the attached ap segment:
04
Nam of surface water::
Claniccation (as established by fire FAwirorsm"" Manager l Corttrswion):
Noposed C"ifiuuon. if applicable: �!
Sipmure of regional office personnel' Date:
1'010-10 LARS OW94 page 9 or 18

-•F-• d.�.-ter ��.+vr r%wuwr'L mum, -con - itsio Gf^o 704-732-8501 P.02
TWs t®rm must be completed by the appropriate )Regional 01%ce and Induded with the
subutission of the application package.
NSTRUCTIONS TO APPLICANT
in order to detcro+ine the elatsifieation of the wattrtbtd in which these land application activities will be
beamed, you are requimd to submit this froze, with. items 1 through S cottaplated. to the appropriate Divwart-of
Enwwonrsental Management RegiorW-Waver Quality Sup
er. -Mr (fee attached lfsM&). At a mumum. you must
Include an 8.5' by 1I' copy of the portion a 7. minute USGS Topographic Map which shows the subject
swfue waters_ You must identify lice location of the facility and the cloast dowrnsiope swface water; (waters for
which you tie requesting the classiiieaiioa) am the submined reap coppy. The application may not be
submitted until epos form Is completed and Included with the submittal.
I _ wpp±aeartt (ple:.st; specify the name of the municipality, corporation. indiviQusl. of otter ):
Town of Taylorsville
2. Name weld Complete Address of Applicant, David M. Robinette
Public Work's Director, 204 Main Avenue Dr. S.E.
Gtj-: T!y1orsvil1e §vm: HC 7jD: 18501
Telephone Number., ( 704 4 632.2718
3. project Fame:
Town of Taylorsville
d. Vol mne of residuals to be land applied: 84 t2sg costs pet year
S- N me of closest sWace wants' Greasy c r e e k
6
1.
I.
Couray(s) where land application site is locamd:
Map none and date.
App!icaw Signaturt:
Alexander
Hiddenite NC 1970
TO: REGIONAL WATER QUALITY SUPERVISOR
Tease srooide me with the classification of the watershed where these land application activities wW occur,
As Utnulled on the attached map segment: /
Maroc of surface Winn:
Ciasacatioa (as established by the EnvirorvnenW Managme nt Comm"on):
L�) S ZZ7
Proposed CUmificatimt. it applicable:
Sip stilt of rejiMW office personnel: ��� paw
y'OR�l: LA RS 0619e pate 9 of is

Apr-08-97 02.40P Rahnr-t Hamilton - Bia Gro 704-732-8501 P.03
This form must br comp ttt d Situ Ptiro N8tC iioffn mill C Occ and included with the
stibind
NSTRUCTIONS TO APPLICANT pp
1t► order to deutrmirK the bm,t fiestion wft iktknst I gwoug which
mp etland
edd. to the app to Dross' ioa of
leeated, you arc required to ftff Wavid" win he
subeast taus %rrs. a�'
Efiv ,nul Management Retional.W6W QuabrY Supervisor (see eastched l:seu►a). At a rairwews. you iwttatt
uK)Yde an 8.5' by 11" toPY
of this pollion of a 7.5 minute USGS Topo=raOic 1'Asp wkicw shins the subject
surfa m waters. You must identify the )cation of the facility and the closestppdowmslope twrface waters (waters for
whK11 1+o Ytltitqtl7is logrrt lscloowtptstcdns d i dadetmd to►fthtthe sebrinitala)e appligaan rnsy riot be
submitted
1. Appit•,artt (DkAw Wit* the name of this mmeipNity, empotadon. individual. of other ):
Town of Taylorsville
2. Name and Complete Address of Applicant -
David M. Robinette
Public Work's Director, 204 Main Avenue Dr. S.E.
erica
Ta lorsyille State- NC Zjp: 28681
: _ y
Tekanoae ltWilber:
3. Project Name -Town of Taylarsville
4. volame of residuals to be lead applied: 84 dty toes Qes year
S. l+arae of closest inflate waters:
Rocky Face branch
6. county(s) vAere land application site is located:
Alexander
7 _ Map name and date: Hiddenite NC 1970
9 Aprbcartt SiEMature: _ d'
TO. REGIONAL WATER QUALITY SUPERVISOR
Please V.DO a me with the classification Of the wsttatshed where these land application activities will occur,
as *ndfied a7 the aluched'mVie,
eln"t:
Classifcation (asesubbsWd by the Enviroamenyl ManaVmwt CommiWain):
Proposed Classirwatim. it applicable:
Sirutwe of regional office personate): Date-
FORM. L..%RS 06/94 past 9 of 38

4
D,V!S!ON OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
-sheville Regional WQ Supervisor
59 Woodfin Place
Asbev!]1e, 1'C 28901
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
(919) 946- 481
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Bove
Lenoir
Bunt
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck•
Perquimanc
Graham
S wai a
Dart
Pitt
Haywood
Transylvania
Gans
Tyrell
Henderson
Yancy
GrEene
Washington
Jackson
Hertford
Waynt:
Hyde
Fayetteville Regional WQ Supervisor
Wacbovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigb, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Dtubam
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
WazTrn
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
4nson
Moore
Alexander
MecMenburg
Brunswick New Hanover
laden
Robeson
Cabarrus
Rowan
Cancret Onslow
.'umberland
Richmond
Catawba
Stanly
Columbus Pender
Harnett
Sampson
Gaston
Union
Duplin
Hoke
Scotland
lrtdell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Supervisor
8025 Norib Point Boulevard. Suitt 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Mamance
Rockinebam
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORA: LARS 06/94 Page 10 of 18

4 CALCULATIONS WORK SHEET
'his work sheet is designed to assist the Division of Environmental Management in revieaing this application as expeditiously as
;sible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
siduals or different residuals from the same source, use additional work sheets.
A . I.ist the specific residual that is covered by these calculations (place or process of origin)
What are the total dry tors of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals • % Solids • 8.34 lbsJgaDoa
produced annua 1v 100 ,
2.006 lbs./ton
Total Dr..Tons = • ' 8.34 lbs./gallon
100
2.000 lbs./ton
85
= Dry Tons per year
If the euandt%-. of residual will vary significantly or if there will be a larger ia::a1 application, please attach a detailed
explanation and provide calculations for each variation.
B . Complete the following calculations to establish the portion of the residual that is made
up of the various parameters:
% ToW Solids = 2 .17
(PLEASE NOTE THAT 'ALL CONSTITUENTS ARE TO BE IN TOTAL CONCENTRATIONS)
PARAMETER
mg/I.
�, Solids (Decimal)
= mg/kg (dry wt.)
x 0.002
= lbs./dry ton
Arsenic
.0434
. 0 217
= 2 .00
is 0.()C_J
_ .004
Cadmium
0 217
. 0 217
_ 1 .0
x 0.002
= .002
Chromium
2.4 3
.0 217
= 112
x 0.002
= • 224
Copper
2.84
.0217
= 131
x 0.002
= .262
Lead
.694
.0217
= 32.
x 0.002
= .064
Mercury
.015
.0217
= 0.70
x 0.002
= .0014
Molv-bdenu.m
. 1736
.0 217
= 8
Ix 0.002
1 = .016
Mickel
.9114
. 0 217
= 42
x 0.002
= .084
Selenium
.0210
.0217
-0.97
x 0.002
= .00194
Zinc
7 .42
.0217
= 342
x 0.002
= .684
Ammonia-N
329.8
.0217
= 15200
x 0.002
= 30.4
Calcium
115 .01
.0217
= 5300
x 0.002
= 10.6
Ma?nesium
4 5. 57
.0217
= 2100
x 0.002
= 4. 2
NO3-NO2-N
2.08
.0217
= 96
x 0.002
=0-192
Phosphorus
= 10100
x 0.002
= 20.2
Potassium
62.93
.0217
=. 2900
x 0.002
= 5.8
Sodium
121.52
.0217
.0217
= 5600
x 0.002
= 11.2
TKjN
1499
= 69100
x 0.002
= 138.2
FORA. LARS 06!94 Page 11 of 18

Ir C . Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
M - DRY WEIGHT
TKN
69100
AMMONIA-N
15200
NO3-NO2-N
96
1. Mineralization Rate (MR)
30 %
(These values can be established for the specific rzsidual or default values can be used for domestic wastewater treatment
residuals. If acnial values are established, arch the docvmetuation. The default values are as follows):
Unstabilized Primary and Secondary Residuals 40%
Aerobically Digested Residuals 30%
Anaerobically Digested Residuals 20%
Composted Residuals 10%
(If the default values are used, attacb an explanation as to why the specific chosen default value is appropriate.)
2. Complete the following calculations for the application method proposed (Please note, the Mineralization
Rate [MR] should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = ((MR) x CrKN - N 13)1 + .5 x (KH3) + (NO3-1402-N-)
PAS-1 30 x( 69100 1500 )1}.Sz( 15200 )+ .96
pA. = 23866 PPM Dry Weight
PAN for Subsurface Application
PA:', = ((IvlR)x(TKN - N1`13)1 + (NH3) + (NOYN02-1r)
pA.►;=( 30 x( 69100 - 15200 )1+( 15200 )+_ 96
PAN = 31466 PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 85
Total PAN iD pounds = (PAN in m;/l_ ,o Imo, %Veight) x Ong PoLnds 1 Ton
per dry ton 1.000.000
= (PAN in PPM Dry Weight) x 0.00=
= 4 7 . 7 Pounds/Dr TonN=
Total PAN in pounds = (PAN in Pounds / Dry Ton) x Total tons of residual to be land applied
47.7 x 85
= 4 0 5 4. 5 pounds/year
Due to the fact that orcank nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initi2l application must be taken into consideration wbes calculating application rates for the subsequent
years. This being the case, please attach an evaluation of Ibis factor and is impact on loading rates. Sbow the adjusted pan
for at least five years.
The maximum adjusted annual PAN is PoundsfYear.
FORM: LARS 06/94 Page 12 of 18

4. Crop information on nitrogen uptake per year
(Division
Recommendations) (Provide for the Crops Specified)
Crop(s) PAN
(lbsJacre/year) PAN ObsJacre/year)
Alfalfa
200
Bermuda Grass (Hay, Pasture)
220
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
70
Fescue
250
Forest (Hardwood & Softwood)
75
Milo
100
Small Grain (Wheat, barley, oats)
100
Sorghum, Sudex (Pasture)
180
Sorghum, Sudex (Silage)
220
Soybeans
�T
200
Timothy, Orchard. g Rye Grass
200
Please pro%ide the basis for the uptake rates used if different than Division Recommendations:
5. Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = Maximum total pounds ofplant available nitrogen (PANT)
corn silage PAN 200 Pounds of nitrogen needed for crop•
_ 4054..5
200 20,2
)ttinimum acres needed based on most restrictive PAN = acres
T pis value must be the value for the crop to be grown that has the lowest nitrogen uptakc rate per acre.
If there arc %arious sops tbat will only be utilized for certain sites, please attach the calculations for each site and determine
the total needed acres using the format outlined above.
D. Calculate the Sodium Adsorption Ratio (SAR)
("This section must be completed in mgll, to convert: mg/kg x % solids [as a decimal} = mg/1`'`)
SAR = Na Milli Equivalent + 10.5 (Ca Milli Equivalent + Mg Milli Equivalent)) 0-5
CONCEN7R.ATION (mg/1) + Equivalem Weight = Milli Equivalents of Ion
SODIUM (Na) 121 . 5 (mgn) * 23 = 5 .28
CALUni (Ca) 115 (men) + Z0 = 5 . 75
MAGNTSUM (-1g) 45.5 (mg/I) - 12 = 3 . 79
SAR = 2.41
FORNI: LARS 06/44 Page 13 of 18

calculation sheets are being completed for more than one residual or site, please attach a
G;at bring the results of all the calculation sheets to one point.
Determine the Site Life for this land application site:
The lifeti" pollutant loadings shall not be exceeded. The site We is determined by calculadlIg the number of years that the site
can receive the residual without exceeding the lifetiane pollutant loadings. The site life calculations will be based on the most
restrictive cop plant available nitrogen (PAN) Vquinmeat specified and the maxitztum dry tons of residuals to be land applied
�•��1et�, 7berefore. in the table below the Tons of Residuals to be Applied/AcreNcar will be alcu>aW as:
1. Most restrictive cop based on the plant available nitrogen (PAAM requirCERM
corn silage PAN 200
Associated plant available nitrogen (PAN)requiremmt 200(lbs/gym)
2. Minimum aezea Deeded based on most restrictive PAN (as found in C.S above):
20.2 anus
3. Dry Tons of Residuals to be land applied per year. 85 dry tons per year
4. Tons of Residuals 10 be AppliCd/Aae/Yeu =Dry Ton =bed
Minimum number of acres required for land applimoon
4.2
Tots of Residuals to be Applied/Acre/Year = _
If any of the application sites are to be loaded at greaug than the rate specified above. please specify the loading rate and explain:
Tons of Residuals to be Apphed/ACrenear (different fa= above) =
Explanation:
in the table below. the highest annual loading (Tons of Residuals to be Applied/Acre/Year) specified above, Will be multiplied
by the lbs./dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) _ ®llowtable LifeUMC L oadinQs flbs./acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of
Residuals to be
Applied per*
Acre per Year
lbs./dry ton of each
pollutant
(as found in Past i3
above)
Projected
Pounds to be
Applied/Acre
/Year
Allowable Litotlme
Pollutant Loadings
(lbs./acre)
Site Life
(Years)
Arsenic
4. 1 *
.004 =
.016
36
— 2 2 5 0
Cadrruum
4 • 2
.002 =
.008
34
= 4250
Chromium
4. 2 *
224 —
4
2,677
= 2847
Copper
4.2 *
.262 =
1 1100
1,338
= 1216
bead
4.2 *
.064 =
:268
267
= 996
Mercury
4.2 *
.0014 —
.005
15
= 3000
Nickel
4.2 e
—
374
= 1062
Selenium
4.2 *
.00194 —
.00814
89
= 10933
Zinc
4. 2 *
.684 —
-) a
2,498
= 8 7
Compare the tine (9) pollutants above and determine which pollutant that will result in the shortest life for ibis site.
The Limiting Pollutant is z i n c
The Site Life is 870 ,ears.
FORNY: LARS 06/94 Page 14 of 18

North Carolina Division of Environmental Management
AGREEMENT FOR THE LAND APPLICATION OF WASTEWATER RESIDUALS
TO PRIVATE LANDS
. _.mtttee: TOWN OF TAYLORSVILLE
:ontaciPerson- Day Rabinr_po� limo Waekg
-�lddressofPermittte:204 Main D`. S:s. Tay1o_s,+i11e �;: 23631
Phone ( TOLl 632-12i 3
List of wastewater residuals to be applied to these lands: Liquid k e r o b i c a 11 y D i g a 3 t e d
Site ID Number: See Site s;2c i f i c jn f o
Field l umber:, See site Snicifi Info
Location of Land to be used for residual application (include trap for each site):
Owner of Property used for residual application: _ _,,.. _see_ s i c e Data
ressee of Property (if appropriate):
See Sice Data
Land use or cropping partems:
intended use or disposition of crops: Not for Direct human Consumption
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Perminm to apply the above listed residuals onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given below. The
iandommer or his representative receives, in consideration. full use of the nutrient value of the applied
esiduals while the Permittee receives. m consideration. the use of the land described above for the
Jisposal of wastewater residuals. This agreement shall remain in effect for the length of the Division of
:rivironmental Management land application permit and shall be renewed each time the land application
mrinit is renewed. The undersigned land owner or his representative and the Permittee agree to abide with
he following restrictions -and stipulations until such time as written notification. given thirty (30) days in
'vane. modifies or cancels this
:otifcation of cancellation of this agreement shall be immediately forwarded to:
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29-535
Raleigh, 2\01th Carolina 27626-0535
OR-%1: LARS 06/9a Page 15 of 18

STIPULATIONS:
The landowner or his representative hereby authorizes the Permittee, County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after residual application
and to established monitoring facilities on or near the application site as required by the residual land
application permit
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and ground water samples during the term of, and
twelve (12) months after termination of, this Agreement.
3. The Permittee will provide each landowner or his representative with a copy of the land application
permit as issued by the N.C. Department of Environment, Health and Natural Resources
(NCDEHNR) Division of Environmental Management (DEM) for the land described above prior to
commencement of residual application. The NCDEHNR-DEM permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the Landowner or his.representative with information and data concerning
the program for land application of residuals to privately owned lands which includes an analysis of
constituents of the residual, residual application methods and schedules for typical cropping patterns
and a description of the equipment used by the Permittee for residual application.
5. The Permittee will furnish each landowner or his representative with a copy of the results of each soil
analysis.
6. The site shall be adequately limed to a soil pH of at least 6.0 prior to residual application. Residuals
may be applied to sites with a pH of less than 6.0 provided a sufficient amount of lime is also applied
to achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner 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 residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the
permit
9. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent residual application.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public
access to the land application sites during active site use and for the twelve (12) month period
following residual application. Such controls may include the posting of signs indicating the
activities being conducted at each site.
11. Specific residual application area boundaries shall be clearly marked on each site by the Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the terms
and conditions of this Agreement.
13. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
FORM: LARS 05/94 Page 16 of 18

14: This"Agreemen► shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. Application sites that are to be 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 permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate fees and
agreements. In addition, a notice shall be given by the current landowner to the new Iandowner that
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property, premises or
place on or related to the application site and facility at any reasonable time for the purpose of
determining compliance with this permit; may inspect or copy any records that must be kept under
the terms and conditions of this permit; or may obtain samples of groundwater, surface water, or
leachate.
18. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater residual sources, other than the residuals specified
by this permit, is prohibited.
,s,ts�s sas:ye�tt*ttteee�tg��::s�se�tta�:sas�m as t s:t:i t s taxi#,4
RESTRICTIONS:
FORM: LAMS 05/94 Page 17 of 18

• a: t t### t t••• r t• t t r t t## t# r r r r t t t t•## t #tat t t* r* r*## r r a* r*
have read this land owner's agreement and do hereby avant permission
to the Permittee to apply stud residual to my lands as specified herein.
Land Owner
7
Date
i
NORTH CAROLINA, COUNTY,.
I. the undersigned Notary Public. do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument
WITNESS my hand and official seal this day of M .19 _
INly co rtu , ission,, gitt�� f , 2 0 ov
6" ! i
r�.�, s 5. HANJs� ®$�q
SEAL: �
ETA
' �/�L G '
�JB•
®rrs,:a;ruraaa
r It r t# t#*• r*•* r* r# t ,r't # r r t t t t t.# t,r t t t r## t a# t* t r i t*• t r r* a***
f. have read this land owner's agreement and do hereby agree to abide by
the stipulations and rdsuicvW
as specified herein.
.36-0-40-9b
Lessee
Date
a t 00)v
t. 1 p ay e :i f e— have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Permittee
Date
FORM: LARS 05194 Page 18 of 18

I. egr:21�' have.read this land owner's agreement and do hereby grant permission
to the Perminee to appKy stud' sidual to my lands as specified hevein.
AV440
Land Owner
Date
NORTH'' .;CAROLING,UN
Public,dq hereby certify Up" 1,05nai
1. the undeisiktijei that y
j ewl _Public,
personally appeared before e this dayan d acknowledged the due execution forgoiMg instrument.
W S Yny 4hanA and official -seal-this day of .19
7
F;
f140TARY PUBLIC
My commissi9mg ,.. Xmcld . .
SEAL:
u
rY
L have read this land owner's agreement and do hereby agree to abide by
the stipidations and reffrictions as specified herein.
1. At, ?a � i Ale— e- -have read this land owner's agreement and do bewby agree to abide by
the stipulations and restrictions as specified herein. DI
PeffniUee
Date
FORM: LAORS 02/95 Page 18, of 18

Aug-08-90 .09 s EAWk
�a+ti "a do laaa rfuel qp=M ow 40 buft am punildes
m lrara^as rs �Pl4 w�y�+tibra losgr tsd�af �paeterd tom•
Lind 0*=
49
Ogle
WORTH CABOLIIItA, a COUNTY,
All
L the a niped MMY ftbw. db h"y cc that
pert )uny aneavd bitM Oa tk day ad ukoowbdrd dw due anion ONO f0glC ri j irswmaet_
.,26
WrINESS my had ad oendd a d ONUS day a� 1 . !9
Y9 4 A n -J- . a —
MY
• SEAL:
f z
�.a • .
••w •••/ ®M !mod v�1.•fi •NM•Iwwa1 •+1 .... Ar60 ag . " ••i4a \y
ea N�WM•• •arMwl � �Alfi a�efi�.
SEt:
DAVI*
ive Ma an Ma gwows 4vtMM an oo 00=7 aww w Now by
pamius
• "AM# LA020 **W

• • • • • • •n • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4141 • • • • • • • f • • • • f • • • • • •
l !tI have read ibis land owner's agremcat and do hereby grant pemussioo
Perm ace to apply sl gelresidual to my lands as specified herein. oQ
Land Owner
Due
NORTH CAROLINA, / COTNT
1, the undersigned rotary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution o the forgoing instrumenL
W IT'ESS my hand and official seal this day of 19
!�"OYARY PLBLI
My commission
SEAL:
i
1
t• ` leotz,4 have read this land owner's agreement and do bcreby agree to abide by
the supolations and res uions as specified herein.
Lessee
Date
1 • • • • •• n• • • f •�• • • • f • • • • f • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •
Al� oJl d ' l�% - 4 -t '� Gave read this land owners agreement and do hereby agree to abide by
be supulations and restrictions as specified herein.
n
Petrriitle�C
� - zs s' -- Z
'ORM: LARS 06/94 Pare 18 of 18

s
—• "`'''�- _ have read this land owner's agreement and do hereby grant permission
to the Permittee to apply sludge/residual to my lands as specified herein.
,,.-,,
Land Owner
Dare Z*
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that �if% �' 1
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of ;�r 19
/J n
My commission Ex
S , , ��
SEAL: s_"ra;y/�
UBL\C
4 •.
LN CO.,
di
I. z have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Lessee
, : 2 -� - - Ila
Date
• • : • • • r • • : • s • • • : • • • • • • • • * • • • • • • • • • • • • • s s a r • s s r r • r s s r • • •
fl �
I, V have read this land owners agreement and do hereby agree to abide by
the stipulations and restrictions as spEtafied herein. r
�� ) "o
Permittfte
Dare
4-
FORM: LARS 05/94 Page 18 of IS

J�'
/.'" t�"t�— �� : `i-�% have read this land owner's agreement and do hereby grant permission
to the Permittee to apply sludge/residual to my lands as specified herein.
Ll IZ-4^— 6 f ! C r L�
Land Owner
7 i,-!27
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that�,�—'�yv
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
W=SS my hand and official seal this day of , 19
i OTARY PUBLIC
My commission Ex i u
rrrz
SEAL: ¢� S. ,;;V/1�To �@
NOTARY 1-cP
tiro
A� B LAG
�o
"LN
J,, vZ41 1ea� have read this land owner's agreement and do herebya to abide b
agree � Y
the stipulations and restrictions as specified herein.
42C,V�
Lessee
to
t*#tttttt#*tttttttttt*t*t*t#***t***#ttttt##t**tt#tttt**#
I.,!}lJ 1� �� „g2 �f f have read this land owner's agreement and dgAigreby agree to abide by
the stipulations and restrictions as specified herein.
Permittee
q-zs- �7
Date
FORM: LARS 05/94 Page 18 of 18

I, ----�ave read this land owner's agreement and do hereby grant permission
to the Pcrmittee ap y sludge/residual to my lands as specified herein.
Land Owner
2 6o '7
Dale
NORTH CAROLINA, A COUNTY$
I, the undersigned Notary Public, do hereby certify that 64YI Y"
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WrrNESS my hand and official seal this day of , 19
My commission Ex
NOTARY 3
AUBL`C, -r
SEAL:
.i-4
++ t t t t t r t r r t t t t•t`*>��t r t t t t++ t:++++ t t t r+ t t t r t t t r t r r++ t+
I have read this land owners agreement and do hereby agree to abide by
the stipulations d restrictions as specified herein.
Lessee
2�
Date
f
have read this land owner's agreement and do hereby agree to abide by
the stipulations and restrictions as specified herein.
Permittee
q-z- -2.7
Date
FORM: LARS 05/94 Page 18 of 18

Apr-17-97 07:54A Robert Hamilton - Bio Gro 704-732-8501 P.02
have mad aaa "nd "Re$ ASMC nau and do hereby $�snc penass+gn
w at9i GK f® apply'slvdpftswuu l am MY tads as spmried beMa.
. r
-NORTH CAROLINA, / COUNTY,
1, ttye underuSned Noury Public, do hereby ce " y hint _, LI� P;
persocaally appeared before me this day and actin owkdgtd t� due exccatwn of Uw forgoing insuumenL
Yin Nm my hand and official seal dus day of 2 -5 . 19
4aL �
J,44ffl'
NOTARY PUR C
My comn=ission E:pyrs
.SEAL: A
�1
J.
„�se
y '10
j "v
14
t. b4K rid Ibis land avnaed'S
sa,41ara0N6 and n1swicimmatSpeCi6W j atnftmem And do bere'bi af= w abbe by
• • • • • • • • • • • • • • • • • • • • •
UN 16PO a t and tssunum as specUea besw& ba'e "eod this lard o'wneas 99tMetlt and do beaby Ia abide by
n r
Z - 7
Ua�e
ORM: LARs 05/94 fact 1a ®4 1a

uTown of Taylorsville Land Application Sites
Section 2.0 Attachments
Attachment 1:
Owners and Addresses
Attachment 2:
TCLP Test Results
Attachment 3:
Biosolids Analysis
Attachment 4:
Treatment/Stabilization Process
Attachment 5:
Operation Plan
Attachment 6:
Soil Scientist's Report
Attachment 7:
Agronomist's Report
Attachment 8:
Site Life Evaluations
Wheelabrator Water Technologies Inc.
..
�����Bio�Gro Division

Owners and Addresses
Address;407 East Main AVE
City, state, Zip: Tayl orsvi 1 1 e, NC 28681
704.632.3052
Name: Owen Ted Icenhour
Address:Route 2 Box 522R Stikeleather RD
City, state, Zip: H i d d e n i t e NC 28636
_. 704.585.2963
Name: Rodney Herman
Address: Route 2 Box 38 Ned Herman RD
City, State, Zip: T a y l o r s v i l l e NC 28681
704.632.3111

Owners and Addresses
Name: [ Jolene
8711 Stonehurst Drive
pity, State, Zip:
Charlotte NC 28208 1
704. 392.6498
Name:
, State, Zip:
City, State, Zip:

Town of Taylorsville Land Application Sites
.. . ..... . ....... . . .....
Attachment 2: TCLP Test Results
Please note that TCLP testing is required only once during the life of the permit.
IX
Wheelabrator Water Technologies Inc. Bio Gro Division

LPAR
ATCRlE6, INC.
November 14, 1996
Method 1311
PAR Laboratories, Inc.
2217 GRAHAM PARK DRIVE
P.O. BOX 411483
CHARLOTTE, NC 28241-1483
704/588-8333
Reference No: 96 4242
Made For: Bio Gro Systems
PO Box 388
Pineville, NC 28134
Attention: Robert Hamilton
Analyses of: Submitted Sample for TCLP
Marked: Town of Taylorsville WWTP
Received On: 10/30/96
Extracted On: 11/05/96 @1700
Analyses:
PH Value
6.9
Corrosivity
NON
Reactivity
NON
Flash Point (OF)
>200
Ignitability
NON
(PPm)
Arsenic
<.5
Barium
<10
Cadmium
<.i
Chromium
<.5
Lead
<.5
Mercury
<.02
Selenium
<.1
silver
<.5
Paint Filter Test: Free Liquid
Final pH: 5.0
continued...

Reference No: 96 4242
Page 2
(ppm)
Endrin
<.002
Lindane
<.04
Methoxychlor
<i
Toxaphene
<.05
2,4-D
<1
2,4,5-TP (Silvex)
<.I
Chlordane
<.003
Heptachlor(and its hydroxide)
<.0008
Benzene
<.05
Carbon Tetrachloride
<.05
Chlorobenzene
<10
Chloroform
<.6
o-Cresol
<20
m-Cresol
<20
p-Cresol
<20
1,4-Dichlorobenzene
<.75
1,2-Dichloroethans
<.05
1,1-Dichloroethylene
<.07
2,4-Dinitrotoluene
<.013
Hexachlorobenzene
<.013
Hexachlorobutadiene
<.05
Hexachloroethane
<.3
Methyl ethyl ketone
<20
Nitrobenzene
<.2
Pentachlorophenol
<lo
Pyridine
<.5
Tetrachloroethylene
<.07
Trichioroethyiene
<.05
2,4,5-Trichlorophenol
<40
2,4,6-Trichlorophenol
<.2
Vinyl Chloride
<.02
Respectfully Submitted:
PAR Laboratories, Inc.
'— 3 ��
Joh . Rice
Laboratory Director

Town of Taylorsville Land Application Sites
Attachment 3: Biosolids Analysis
Wheelabrator Water Technolo...ies Inc.:.:.;:.:;................................................................................................................ n
g :::::::::..::::::::::: 'Bi. Gro Division

A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whilepine Road - Richmond, Virginia 23237 - [phone]
Fax No. (8041 271-6AAA
0 —116 ACCOUNT 45467
A P. AT NUMBER
Wo am DIVISIC)N
POk 380
PINEVILLE' N(.' 28134-0380
PAGE I
'r0WN OF YAYL.0A'SV1lL.1..I� t4W'I'p
1410SOI-IDS ANAL YSIS REPORT
RODEWT'
110PY T01,
Lhll NUMBE11 - 40076 DATE: 'q f) M p t'. r..:: Y. 1 0 1, T
SAMPLE" ID .1 OF I r: [ V L., Lj 0.1.
DATE REPOKI'[-:'r+ 0:1 %08.1 W."
DETECTION
0
z
RESULT REOL11.1, LIMIT ANALM YSSS
"-11ARAMETTiA 0461:)/1(6) (M(.,)/K(.-))
ANALY97 MET 140Y.1 lu'r z
P
30LIDS 2.17 'M 700 100 01/06/97 Spy 2 15 .4 0 G cc . )
Q
N1:T1:%0GC'N (TKH) 6491 69100 1.00 LDH 01/07/97 C%,: 15 to
11 H DE3 P H D f-, U 8 1 6.01. 1.0100 1.00 JCM 01./07/97 FPA .4
PO T AS S I 11M 0 .24? 0 0 loo DCN
WAJ-"UH 01/07/97 SW 84,6 601.0
0-61 161100 100 TICN
L'ALCIUM 0 1. 5 � U00 100 WN 0111107197 Fj W (34c)-..6010
NAGNESTUM ).?1. 2100 100 DCN 0110719Y SW 0116-4010
01107197 914 n46-601.0
01-56 51 600 100 D ('41 N 01/07/97
Mr B W 046-6,010
U-MINUM 3030 1 CN 01/07/97 SW 1:146 6 0 1 o
4 A N 0 A N F cc 11 E' 9630 10 MIN 01107197 SW 046---6010
-,()PpFR 114 1 DC ,;, S)N 01/07/9( J 646— 6 0 1 -D
1.3 1 1 DCN
ZINC" 01/07/97 !:3 W 1314 4, --- 6 0 1()
WONIA NITR13c)EH 342 1 1.'ICN 01/0`7/97 SW 046 6010-
403--N(J2 M I T A 0 G E.". N 1 52 J. 15 2 0 () 100 L0,
on 01/07/97 EPA 352
1 96 10 KE'S 01-107192 .1ADMIUM SM 4500 NO3 1:
1.0 1 14CN 01/07/97 1HROMIUM 5W 846 —6 0 J. 0 10
112 01/07/97
42 5 S W 8 4 6 ---.6 0 10
01107197 S W 134 6 6 0 10
J. VALUES E.XCEPT SOLT118 ji4D 'res ARr,,. niq j) rR if r
Y 1.1 r X6- -
, L
170 our reports and letters are for the exclusive and confidential use of our cilenis, and may not be reproducefit, .. i
work. the results, or the company in any advertisirig, news, release, or other public announcements wit -69ro'lce'rf'�416norll-k �tny referenoe be mad 1::.!
hout obtaining our prior written auihorizWion. Copyright 1977

m
A & L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 [phone]
Fax No. [phone]
ftoopf... 116 AG4,E1(JNT 454,69
F�AO� �•!
REPORT NUMBER `
0
3
J
1110 f,'1F:0 OIV7:SHIN TOWN OF'-rAYk_of4SVIL1.,L: WWTF:-
FtC)Rl'R'I' IiAM3.'E.T'[)N
ME[ :3cie COPY TO: R -1-10 IL.T 00 � i9Xt
PINEVILLE: NC 20134•-0388
B108GLIDS ANALYSIS Rf;paRT
LAB NUMBER - 40076
))ATE :i�'iMF'E..I:"It 0://0,2/ 9 r
:iAPfF'' E ir, - i or 1
DATE Fik:CE'IVF,Ia 0J,/06i<;;;
DATE.' REPORTED
nET'EVTIDN
F,ARAPH : T[--.rq
RESULT
)
RESULT
L I K 11,
ANALY;'3I's
m
_.._......�__...._._ ..,....._.._ ._.....�
t_.y......_..
(MO/K13 )
Ml3i ICIi)
MPdAk..Y::ii
VA'1T
METHOD IcF
o
LEAD
APSENIC
311
2, ao
5
DCN
o /47/r,�y
: w ��� -��oa v °°
0
MI:RC(.)Ry
0170
p, �!
0, 1
Xtt;N
01/07/t;'7
>W (3�46 -�061
SELENIUM (UM
0, 1
r1CN
0:1./07/97
9W 046-..747.1.0197
PFi (STANDARD UNITS)
7 010
D(;N
01/07/W
SU 13146--;1741
CALCIUM (I 1110NATE EQ
NEI
A1C+
01 /07/�)"7
F.-".PA � �i0 , :k �
VOLATILE 8011.IDS
536500
goo
:�.<)o
Drw
01/07/77
3°(; rM,, 01.,s,65
ORDANIC NITRO()EN
30311
5'13900
100
l..rtr,
01/07/97
SIM 21'.;400
MOLY[irit~rlUM
>T
KCIS
4Y/()7/�'7
lJ
(;Al,(:l„fir"r'E'i�
5
Dr1N
01/07/9'
%J 046-600
_I.. VALMS F;.XCE:PT SOLIDS AN.Ii T1138, ARE ON A Einy Wk:,J:(iiw'1JEZASICi.
66 rr' �-(,�•fl.l�f, cif r
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproducehll6' mi a er in p 9no ny reference be made tvfhe
work, the results, or the company in any adVertisl NOR MA N ,.1 )"NI,- s
ng, news release, or other public announcements without obtaining our prior waltten authorization. Copyright 1977

Town of Taylorsville Land Application Sites
::.::::.::_:::.:::::.:::...................::::::::::::..::::::::::.:.:::::::::::::::.:::::::.::.:::::::..::::::::::::::.::::.:.:.................................................................PP.
Attachment 4: Treatment/Stabilization Process
Wheelabrator Water Technologies Inc.;:.;;.:.............................................................................................................. ..
g Bio Gro Division

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 tl-.is application and
we will forward the additional data shortly.
91
mist/Pbilbruok

FO ' 39dd 6960 Zrs t02- 1 SZ c 6 T Z6 , b 9fl id
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pug queld ate go peaA atzq oq paAomaz ac[ TTTts Za4sabTp ate 'Mazy
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TTE?gno uTem att4 t;bnozgq 1�4TTTOW gtreTd a74 sxaqua zagzr�agse�

Biological & Chemical Laboratories, Inc.
Post Office Box 40
Granite Falls, North Carolina 28630-0040
[phone]
Glistomaf: Town of Taylorsville Date/Time Collected:
204 Main Avenue Drive, SE Sample Collected by;
Taylorsville, NC 28681
N00026271
_ Analysis
Unita
t 200-5-Day
mg/L
COD
mg/L
1 Fecal Coll.
/100 m!
r T.S. Residue
mg/L
i.= Ammonia, N.
mg/L
Nitrogen, T.
mg/L
Phosphorus. T.
mg/L
PH
SU's
xygen up a e
Digester - 200C
Init' al 3.4
5 minutes 3.4
10 minutes 3.4
Dataffime Received. -
Date Reported:
Influent Effluent
6/17/92, 3:300m
B. Fades
6/17/92, 5;45Pm
6/26/92
eam I Downstream
f
I
I
I
_
I
200C
2.00
Imhoff T Ink -
Waste Return -
11
Ites
5 minutes
3.5
5 n_n
3.1
u
1G m'_n .ss
3
1C r:utes
3 C
I
•1 E. Date analyzed nepae
< rs on laboratory worksheets since 'Preservat►ves:
ta'kR ac%akysas maydormed on difterent dates due,o 1. Cool 4.0 C°
rrne requlrement2. pH :S2.0 H2SO4
3. pH S 2.0 HNO3
Approved by: ��../i .:.:� 4. pH > 12 NaOH LaFay4tte A. Gragg. Lab Director S. Zn Acetate + NaOH
pH ? 9

.fir ---
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IDENTIC�TIONBAR ACREEw --
. .. 7 ACV-S;ADV•6, AOV-7
rIGURE I.S. I 4 Aw•S AOV•6 AOV• 7
r

DATA REPORT
VAwlabrator Clean Water Systems, Inc.
BioGro Division
Post Office Box 388
Pineville, North Carolina 28134
Received 3/24/97
Reported 4/2/97
Work Order # 01-0324
SAMPLE ID: Town of Taylorsville
SAMPLE #
PARAMETER
AS RECEIVED
DRY WEIGHT
01-0324-1
Fecal Coliform
1166 CFU/g
41,201 CFU/g*
01-0324-1
% Solids
2.83 %
01-0324-2
Fecal Coliform
1666 CFU/g
66,I I I CFU/g*
01-0324-2
% Solids
2.52 %
01-0324-3
Fecal Coliform
2666 CFU/g
102,146 CFU/g-
01-0324-3
% Solids
2.61 1/6
01-0324-4
Feel Coliform
2500 CFU/g
94,340 CFU/g*
01-0324-4
% Solids
2.65 %
01-0324-5
Fecal Coliform
2666 CFU/g
107,93.5 CFU/g*
01-0324-5
% Solids
2.47 %
01-0324-6
Fecal Coliform
1166 CFU/g
48,787 CFU/g'
01-0324-6
% Solids
2.39 %
0I -0324-7
Fecal Coliform
8142 CFU/a
300,443 CFtJ/g•
01-0324-7
% Solids
2.71 %
Geometric Mean
87,960 CFU/g*
* CFU per gram Total Solids.
Respectfully Submitted,
41.&/VA Jc�
Dena Myers
NC Cert. # .1-10
P.O. &x 228 - Statesville, North Carolina 28687 • 704/87214697

Town of Taylorsville Land Application Sites
Attachment 5: Operations Plan
heela :: ;; Water Technologies Inc. Gro Division
Wh b orator t g

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 and sludge from the Imhoff Tanks
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 Imhoff tanks or
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 and Imhoff Tanks.
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 :•gill 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 floc• 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

will be allowed between passes.
g, operations will be discontinued when soils are
saturated and will not be resumed until sufficient
drying of the field has occurred.
h. Sludge may be applied on frozen ground that has
crop residue sufficient to prevent surface runoff.
During such application, the maximum slope to which
sludge will be applied will be five percent.
i. A minimum of 36 inches of soil will be maintained
between the deepest point of sludge injection and
bedrock or the water table during the period of
application.
j. Sludge shall not be applied on areas exceeding 18
percent slope for injection or surface application
with incorporation and 10 percent for surface
application without incorporation.
k. Soil pH should be adjusted to 6.5 or greater prior
to application.
1. All grazing by animals whose products are consumed
by humans must be prevented for one month following
the last application event. This will be
accomplished by keeping animals fenced out for 30
days.
M. Public access to sites which have. had sludge
applied shall be controlled for a period of 18
months from the time of last sludge application.
Since private farmland is not generally accessible
to the public, this objective is usually
accomplished through normal practices.
n. Crops for direct human consumption with the
harvested edible portion in contact with the
sludge -amended soil shall not be planted for a
period of 18 months following the last application.
V.

Townof Taylorsville..................................................:.:::::..::::..........................................................................:.::::::::Land Application Sites
Attachment 6: Soil Scientist's Report
...........................Bio::<Gro Division
ater Technolo Wheelabrator W ies Inc. g

Soil 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
3.0 percent. Topography will not limit injection but surface
application of biosolids may be restricted in some areas.
Soils
The soils information necessary to determine quitability 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 31�1 to 9.4 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.
Soil Scientist
Bio Gro Systems

Town of TaBorsville Land Application Sites
(i
'f..X.::::- i »»:ih�.'J.:;rl:[:r.:v%.}:-a:isS::::::i::i:{y.:!:%:r:<.n_•.�'_..-::1 L:::....'?i.�>..rw.o':�X$-'4g=cS�?�`:f'7�"'c., ....a ..'(a,'•.'r..,.�.x .,,;•+ ..., r. :'�:i:-.'n.�'% ....... .... ......... :. .. ., r.e.:.., � :.:-.rh:'iiiY',..':SJ:....-_-r. a..:,ti.., .:;;%:'.-Sf::;"�:
Key to Soil Boring Log
Symbols
= Not Encountered
Note: Soil borings were conducted on the following dates:
Borings 1 and 2: March 13,1997
Boring 3.March 18,1997
Soil boring locations are indicated on the site plan map.
t = Boring Number 9
2 - Boring Number 2
3 = Boring Number 3
Key to Site Plan Map
Well Locations
Field Boundaries
Soil Boring and Number
JM Buffer Zone
Wheelabrator Water Technologies Inc. Bio Gro t�i "sion

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 subedt 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 sandyclay 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 pommonly 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.
0.

Soil
Series
Infiliratlorr"
ca ic�t
p y
(In/hr)
Percolation
(in/hr ;
Texture
cec
(meg/1QOg).
Available.
water : .
capacity
(in/in)
shrink
swell :.
potenitial
Depth to
�i24;table
seasonal'
high (ft.).
BETHLEHEM
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.)
PACOL£T
2.0 - 6.0
0.6 - 2.0
SANDY CLAY LOAM
"
0.06 - 0.12
LOW
<6.0
RIVERVIEIN
0.6 - 2.0
.6 - 2.0
FINE SANDY LOAM
.12 - 0
LOW
3' - 5'

Boring Log
Field
NO,
Sowing
No.
Date of
Boring
Depth
cow
Texture
Bedrock
Mottling
Seasonal Nigh
Water
A16-3
1
3-13
1"-6"
7 . 5 Y R - 4 / 4
Reddish brown
Sandy/clay
- - - - - --
- - - --
- - -__ - -
6-12
2..5YR--4/6
red
Silty clay
-------
-------
----__-_
12.-18
2.5YR--4/8
red
clay
18-22
2.5YR-5/6
red
clay
22-24
24-36
2.5YR--6/6
light red
2.5YR--5/6
red
Clay
clay
36-48
7..5YR--4/6
Clay
Key to Boring Log
Symbols:
= Not Encountered

Sof$
Flew
Gering
Daly of
p"a
ODbr
Tedwe9WMCk
Q
W2601
AL6-1
2
3-13
1-6
7.5YR-4/4
sandy clay
Reddish Brow
-12
2.5YR--4/6
Silty clay
red
12-18
2.5YR-4/8
clay
red
18-22
2..5YR --5/6
clay
red
22-24
2.5YR--6/6
clay
light red
24-36
2.5YR--5 6
Clay
red
36-48
2.5YR--4/6
clay
red
KOY to ®or" Log
Symbols:
..-----..�. C Not Encountered

1
BOrkV Log
Fled
MD.
Boring
MD.
Dab of
going
D" M
C41ar
Tub"
9edrocN
McA1ep �es�a11M�
M�MM
AL6-5
3
3-18
1-6
2.5YR---3/6
sandy cl
y
dark red
-
1.5YR--4/6
sandy c I a
118-24
red
2.5YR --4/8
silty clay
red
24-30
2.5YR--4/8
silty clay
red
30-48
2.5YR--4/8
clay
red
VAY to goring Log
Symbols:
..---».._. M Not Encountered

Town of Taylorsville Land Application Sites
Attachment 7: Agronomist's Resort
Wheelabrator Water Technologies Inc. Bio Gro Division
1

REPORT NUMBER
11019_' -G50
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
• 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND iIO CRO SYSTSMSP INC.
TO:
90E EELCH-F D'-IVC
F ELHAM6 AL 35124
DATE OF REPORT G 4/ 0 41 Y 7 PAGE 1
t W:-'�.N T ILENNOUR
GROWER: .., , ;
l).� D A L,
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
CIQ gtL
G
ACCT t 90J6v
t, nERT HAMIILTON
C","??Y TO: ROBERT HA.MILTON
DATE <EC:'.IVFD 04/102/'97
DATE OF ANALYSIS 64/0.3/97
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
Cation
PERCENT
P1
(Weak Bray)
P2
(Strong Bray)
K
Mg
Ca
Na
SOIL
BUFFER
SAMPLE
LAB
MATTER
HYDRO-
GEN
Exchange
Capacity
BASE SATURATION (COMPUTED)
%
%
%
%
%
NUMBER
NUMBER
% ENR
....
....
..:..
.:.
.:.
.:.
H
C.E.C.
RATE lbs./A
ppm-P RATE
ppm-P RATE
ppm-K RATE
ppm-Mg RATE
ppm-Ca RATE
ppm-Na RATE
pH
pH
meq/100g
meq/100g
K
Mg
Ca
H
Na
1
751 46
6.7 14CJVII
54, WH
134 0
97 M
160 Vas
69%? h
21 VL
5.8
6.8
. 1.2
3
3.9
21.1
54.
19.0
1.4
2
17515
7.9 140V1119,1
V4
225 'V
20E V11
204 VH
110 M
22 VL
6.6
6.9
0.5
6.4
6.3
211.3
oa.3
5.9
1.1
3
751
o.1 14UV
134 V!-,
2?7 V
135 V
1t1 VH
9`01 P
35 VL
6.9
0.1
5.4
5.4
20.9
7 G . C
1.4
2.4
4
17517
7.4 140V
� 5 Vill
1 C 1 V 1
135 H
10 Vh
9101 M1
14 VL
6.5
6.9
J.5
7.0
4.5
21 .7
64.8
7.4
1.2
(Jtt tAt-LANA 1 IUN UN tlAL;K)
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON
EXCESS
SOLUBLE
CHLORIDE
MOLYB-
DENUM
PARTICAL SIZE ANALYSIS
SAMPLE
NO3
S
Zn
Mn
Fe
Cu
B
LIME
SALTS
CI
Mo
NUMBER
ppm-No3 N
RATE
ppm-Mo
%
%.
%
SOIL
RATE
ppm-S RATE
ppm-Zn RATE
ppm-Mn RATE
ppm-Fe RATE
ppm-Cu RATE
ppm-B RATE
mmhosrcm RATE
ppm-CI RATE
RATE
SAND
SILT
CLAY
TEXTURE
1
11. ;'J Vh
37 H
6VH
2. 6 H
2
2-9.0 VH
4c h
69 VH14.0
V
3
13.E VH
't H
27 H
6.7 V
Thi port a ' s to the sample(s) tested. Samples are retained a
4
14.0 Vh
%7 H
33 H
5.3 V
mum of irty after testing. Soil Analysis repared by:
A LE N A [CULT ALL ORATORI , INC.
C. NORMAN JOKE
by

REPORT NUMBER: A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R093-050 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO: BI O GRO SYSTEMS, INC.
908 DELCHER DRIVE
PELHAM AL 35124
DATE OF REPORT 04/04/97 PAGE 1
SAMPLES
GROWER: OWEN T I CENHOUR SUBMITTED
BY:
2080 ALB
SOIL ANALYSIS REPORT
0
ACCT # 9� 008
ROBE.RT HAMI LTON
COPY TO: ROBERT HAMIL.TC
DATE, RECEIVED 04/02/97
DATE OF ANALYSIS 04/03/97
SAMPLE
LAB
Nitrogen
Phos-
pis
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
N
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
IDENT.
NO.
mgog
mg kg
�g
�g
�g
mg/kg
g
mg/kg
mg/kg
g
mg/kg
mg/kg
mg/kg
ffog
1
17514
2
17515
3
17516
4
17517
LAB
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
Cd
Cr
Ni
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
MO
NO.
mS&g
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg1kg
(meg/100g)
PPM
17514
1
98
12
36
4. 36
< fit. 01
0. 45
10
17515
1
87
16
44
4.11
<0.01
0.41
13
17516
1
83
19
50
4.85
<.0.01
0.48
13
17517
1
47
12
45
2.83
C0.01
0.3E
11
This plies only to the sample(s) to d. Samples are
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made retai�Rjl
l'of t ^ r t
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A&L A , INC.

REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R086-062 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
. Fax No. [phone]
SEND E IO 6RO S VSTE MSP INC.
TO:
908 BELCH ER DRIVE
PELHAM AL 35124
DATE OF REPORT 03/28/97 PAGE 1
GROWER: HERMAN DAIRY
2080 AL7
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
E AtL
Do
ACCT # 90008
ROBERT HAMILTON
COPY TO: ROBERT HAMILTON
DATE RECEIVED 03/26/97
DATE OF ANALYSIS 03/27/97
SAMPLE
LAB
ORGANIC
MATTER..
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
P H
HYDRO-
GEN
Cation
Exchange
Capacity
PERCENT
BASE SATURATION (COMPUTED)
P1
(Weak Bray)
(Strong Bray)
K
Mg
Ca
Na
SOIL
BUFFER
NUMBER
NUMBER
•g
•••
H
C.E.C.
RATE IbsJA
ppm-P RATE
ppm-P RATE
ppm-K RATE
pprnzg RATE
ppm-Ca RATE
ppm-Na RATE
pH
pH
meq/1 OOg
meq/100g
K Mg Ca H Na
1
1383C
3.4 111H
109 V
130 V11
143 V4
128 VH
570 M
31 VL
6.0
6.9
0.8
5.2
7.0
20.4
54.6
15.4
2.6
(SEE EXPLANATION ON BACK)
SAMPLE
NUMBER
NITRATE
NO
ppm-No3 N
RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
MANGANESE
Mn
ppm-Mh RATE
IRON
Fe
ppm-Fe RATE
COPPER
Cu
ppm-Cu RATE
BORON
B
ppm-B RATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
mmhos/cm RATE
CHLORIDE
CI
ppm-CI RATE
MOLYB-
DENUM
Mo
ppm-Mo
RATE
PARTICAL SIZE ANALYSIS
%
SAND
%
SILT
%
CLAY
SOIL
TEXTURE
1
8.0 H
22 H
22 H
1.9 H
This report app' to the sample(s) tested. Samples are retained a
maximum of r days after testing. Sail Analysis prepared by:
AS RN RICULTURAL LABORATORIES, INC.
by i
CODE TO RATING: VERY LOW (VL), LOW (L), MEDIUM (M), HIGH (H), VERY HIGH (VH), AND NONE (N). MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS. PER ACRE P205
ENR - ESTIMATED NITROGEN RELEASE "" MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20 /

REPORT NUMBER: A&L EASTERN AGRICULTURAL LABORATORIES, INC.
1;
R086-062 I 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO: BI O ORO SYSTEMS, INC.
i.
908 ELELCHER DRIVE
PELHAM AL 35124
DATE OF REPORT 03/31 /9r7 PAGE 1
GROWER: HERMAN DAI RY
2080 AL7
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
HAt DL
0
ACCT # 900 =t0
ROBERT HAMI LTON
COPY TO: ROL,ERT Hifi fI LTC
DATE RECEIVED 0 /26/97
DATE OF ANALYSIS
SAMPLE
i
LAB j i
Nitrogen
Phos-
photis
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
N
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
(DENT.
NO. j
mglkg
mglkg
mg,11(9
mgtk9
mg1k9
m91k9
mg1k9
mg/kg
mg/kg
mo9
mg/kg
m9/k9
mgA9
mg/kg
1
13830
i
.I
�i
i
LAB
Cadmlum
Or9mium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
Cd
Cr
W
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
MO
NO.
9
9
mg1k9
mg(k9
mgtk9
mg/kg
mg/kg
mg/kg
(meg/1009)
i
F•F'M
13830
.1
i;
22
i
1
I
i;
1
I
I'
7
38
1.85
-
.;0 01
t"t.26
11
This re ort applies only to the sample(s) taste . apples are
Our reports and letters are for the exclusi�eland confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made retai d a m oft ' da ag� to$§t �l. ,,,
to the work, the results, or the company i a�,y advertising, news release, or other public announcements without obtaining our prior written authorization. A& E N C p �LA90RA RfE3 INC.
by —... .

REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R086-063 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone] MIDILA
SEND EI0 6RO SYSTEMS• INC.
TO:
908 BELCHER DRIVE
IP ELHAM ALA 35124
DATE OF REPORT 03/28/97 PAGE 1
GROWER: ROG E RS FARM
2080 AL6
SOIL ANALYSIS REPORT
SAMPLES A C CT 11 90008
SUBMITTED ROBERT HAMILTON
BY. COPY TO: ROBERT HAIMILTON
DATE RECEIVED 03/26/97
DATE OF ANALYSIS 03/27/97
SAMPLE
NUMBER
LAB
NUMBER
ORGANIC
MATTER
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
PH
HYDRO-
GEN
Cation
Exchange
Capacity
PERCENT
BASE SATURATION (COMPUTED)
P1
(Weak Bray)
P2
(Strong Bray)
K
M 9
Ca
Na
SOIL
BUFFER
...
H
C.E.C.
% %RATE
Ibs./A
ppm-P RATE
ppm-P RATE
ppm-K RATE
ppm-Mg RATE
ppm-Ca RATE
ppm-Na RATE
pH
pH
meq/100g
nreq/100g
K Mg Ca H Na
1
1383
.2.3 90H
59 W
66 V11
102 W4
63 M
250 VL
28 VL
4.8
6.7
2.1
4.3
6.1
12.3
29.4
49P.3
2.9
2
1383
1.5 80H
37 H
42 M
158 Vi
73 H
260 L
25 WL
5.1
6.8
1.5
3.9
10.4
15.7
33.5
37.6
2.8
3
1383
6.3 140V
4 81 WH
44 V11
348 V4
230 VH
710 L
22 VL
5.3
6.6
2.9
9.4
9.5
20.5
37.9
31.0
1.0
4
13834
3.3 110M
38 H
45 H
100 H
69 M
290 L
24 Vt
4.9
6.7
2.0
4.4
5.8
13.1
33.1
45.6
2.4
5
1383
2.1 87
72 VT
86 V
200 V
133 V
530 M
18 V
6.0
6.9
0.8
5.1
10.0
21.6
51.5
15.4
11 1.5
(SEE EXPLANATION ON BACK)
SAMPLE
NUMBER
NITRATE
NO3
ppm-Nab N
RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
MANGANESE
Mn
ppm-Mn RATE
IRON
Fe
ppm-Fe RATE
COPPER
Cu
ppm-Cu RATE
BORON
8
ppm-B RATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
mmhos/cm RATE
CHLORIDE
CI
ppm-CI RATE
MOLYB-
DENUM
Mo
ppm-Mo
RATE
PARTICAL SIZE ANALYSIS
%
SAND
%
SILT
%
CLAY
SOIL
TEXTURE
1
2.1 L
5 L
19 1
0.9 M
2
1.8 L
11 M
9 0
1.5 H
3
6.6 H
21 H
51
H 0.8 M
This repXq�i,lydztyss to the sample(s) tested. Samples are retained a
4
2.3 N
/t
IC M
49
A
O.9 M
maximum alter testing. Soil Analysis prepared by:
a EAS R A RICULTURALLABORAT RIES, INC.
5
2.9 M
21 H
21 1
3.5 WH
UUDE I U HA I ING: VtHr LUVV (VL), LUVV (L), MEDIUM (M), HIGH (H), VERY HIGH (VH), AND NONE (N). "" MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS. PER ACRE P205
ENR - ESTIMATED NITROGEN RELEASE ""' MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20 (/

REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R086-063 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND 8I0 GRO SYSTEMSi INC.
TO:
908 BELCHER DRIVE
F ELHAM AL 35124
DATE OF REPORT 03128197 - PAGE 2
GROWER: ROGE RS FARM
2080 AL6
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
ACCT E 90008
ROBERT HAMILTON
COPY TO: ROSERT HAMILTON
DATE RECEIVED 03/26/97
DATE OF ANALYSIS 03/27/97
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
Cation
PERCENT
P1
(Weak Bray)
P2
(Strong Bray)
K
Mg
Ca
Na
SOIL
BUFFER
SAMPLE
LAB
MATTER
HYDRO
GEN
Exchange
BASE SATURATION (COMPUTED)
NUMBER
NUMBER
% ENR
....
...
...,.
...
.,,
.,.
H
Capacity
C.E.C.
RATE lbs./A
ppm-P RATE
ppm-P RATE
ppm-K RATE
ppm-Mg RATE
ppm-Ca RATE
ppm-Na RATE
pH
pH
meq/100g
meq/100g
K
Mg
Ca
H
No
6
13836
1.8 80L
42 V
. 49 H
138 V4
78 H
330 L
18 WL
5.1
6.8
1.6
4.4
8.1
14.9
37.7
37.6
1.8
7
13837
1.6 78M
40 V
, 49 H
,83 WH
77 VH
380 M
15 VL
6.4
6.9
0.3
.3.1
6.9
20.7
61.4
8.9
2.1
tACC r-ArLAIVH t IVIV ury t5mumi
SAMPLE
NUMBER
NITRATE
NO3
ppm-No3 N
RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
MANGANESE
Mn
ppm-Mn RATE
IRON
Fe
ppm-Fe RATE
COPPER
Cu
ppm-Cu RATE
BORON
B
ppm-B RATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
mmhos/cm RATE
CHLORIDE
CI
ppm-CI RATE
MOLYB-
DENUM
Mo
ppm-Mo
RATE
PARTICAL SIZE ANALYSIS
%
SAND
%
SILT
90
CLAY
SOIL
TEXTURE
6
2.6 M
12 M
23 P
1.9 H
7
1.6 L
9 L
14 F
1.2 M
.
This repor s to the sample(s) tested. Samples are retained a
maxim o Irty days after testing. Soil Analysis prepared by:
I&L EA ER RICULTURAL LABORATORIES, INC.
by C . OR J 2
v nn i ii.�a. v cn r �v•• t rat, ZST t'), m�uium (M), MIUM tH), VtHY HIGH tVH), ANU NUNt (N). "" MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS. PER ACRE P205 /
ENR - ESTIMATED NITROGEN RELEASE "' MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20
•,• •.,-1v+uc—.1—Lei- �T aV o rn nnr.n.r.,r ram, --A...,, _-.__..-.__ __...—_.._.--- --.-_______.

REPORT NUMBER:
R086-063
i
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone] riz7tILA
SEND
TO: BI 0 GRO SYSTEMS, INC.
908 BELCHER DRIVE
PELHAM AL 35124
DATE OF REPORT 03/31 /97 PAGE 1
GROWER: ROGERS FARM
20C— f AL6
SOIL ANALYSIS REPORT
ACCT # 9o( )8
SAMPLES
SUBMITTED BY: ROBERT HAMI LTON
COPY TO". ROBERT HAMI LTC
DATE - RECEIVED t l3/26/ '7
DATE OF ANALYSIS 03/57/P-7
SAMPLE
LAB
Nitrogen
Phos-
fhoNs
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
N
K
S
Ca
Mg
Na
Fe
Al
Mn
Cu
Zn
Nitrogen
N' en
(DENT.
NO.
mglkg
mglkg
mg/kg
m91k9
m91k9
mg/kg
m9lk9
m9k9
mg/kg
mg/kg
mg/kg.
mg/kg
m91k9
m9k9
1
13831
2
13832
3
13833
4
13834
5
13835
LAB
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
Cd
Cr _
Ni
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
MO
NO.
m9f9
m9kg
mglk9
mgtkg
mg1kg
m09
mg/kg
m91kg
(meg/100g)
PP1v1
13831
1
44
10
46
2.26
<0. 01
0.45
11
13832
1
46
13
54
2. 93
'(0, 01
0.54
14
13833
1
43
13
61
2..19
<0.01
0.58
16
13834
1
664
27
41
3.85
<0. 01
0.53
14
13835
1
66
22
66
4. 50
<0. 01
t 4 45
00
This report a lies only to the sample(s) "ted. Samples are
Our reports and letters are for the exclusive and confidential use of our clients; and may not be reproduced in whole or in part, nor may any reference be made retained a i of ttK��
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A8L E T A I U L INC.
by

REPORT NUMBER: A&L EASTERN AGRICULTURAL LABORATORIES, INC.
R086-063 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
TO: 8I 0 GRO SYSTEMS, INC.
908 BELCHER DRIVE
PELHAM AL 35124
DATE OF REPORT 03/31 /97 PAGE 2
GROWER: ROGERS FARM
2080 AL6
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
HAt DL
ACCT # 9()rft;8
ROBERT HAMILTrN
COPY TO: RODERT H(-iMl LTC
DATE RECEIVED 03/26/97
DATE OF ANALYSIS 03/127/97
SAMPLE
LAB
Nitrogen
Pttos-
phis
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Mangan ass
Co PPS
Zinc
Ammonia
Nitrate
(DENT.
NO.
N
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
mg1kg
mg/kg
mg1k9
mg/kg
mg/kg
m9lk9
mgtk9
mg*9
mg/kg
mg/kg
mgfk9
mg/kg
mg/kg
m91k9
6
13836
7
13837
LAB
Cadmium
Chromium
Nickel
Lead
Arsenic
Mercury
Selenium
Organic
Total
Cd
Cr
NI
Pb
As
Hg
Se
Nitrogen
PH
C.E.C.
MO
NO.
mg1kg
mpg
nVk9
mpg
mg/kg
mglk9
mg/kg
mgtk9
(meg/1009)
PPM
13836
1
44
12
44
3.30
<0.01
0.31
13
13837
1
29
8
42
2.30
< 0. 01
0.21
1 1
ThisMR
to the sample(s) to ed. Samples are
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made retaijjf� r toto the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A&L Tt7 Lr INC.
by

REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
RUC-109 7621 Whitepine Road - Richmond, Virginia 23237 - [phone]
Fax No. [phone]
SEND CIO lii(0 SYSTEMSi INC.
TO:
906 EELCHER CkIVE
P CELHAM AL S1 ?4
G 11c/97 1
DATE OF REPORT PAGE
M: 0 H)ER?Ay AL3
GROWER:
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
N)c
ACCT # 40 iti;
�():sEtT HAIMILT N
COPY TO: R e ,tT --' rA1:fLT01,;
DATE -_CIiIV.-0 0311 'e , l
OAT= t.F ANALYSIS :1311'11r7
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
Cation
PERCENT
SAMPLE
LAB
MATTER
Pt
P2
K
Mg
Ca
Na
SOIL
BUFFER
HYDRO-
Exchange
BASE SATURATION (COMPUTED)
%
%
%
%
%
NUMBER
NUMBER
(Weak Bray)
(Strong Bray)
_
GEN
Capacity
RATE Ibs./A
ppm-P RATE
ppm-P RATE
ppm-K RATE
ppm-Mg RATE
ppm-Ca RATE
•••
ppm-Na RATE
pH
pH
H
meq/100g
C.E.C.
meq/100g
K
Mg
Ca
H
Na
1
13403
4.3 127d
203 4H
2i6 VP
211 V
191 VH
?0 7 M
6.5
0.9
0.5
0.4
1.4
2 +..
-,y
(SEE EXPLANATION ON BACK)
MOLYB-
PARTICLE SIZE ANALYSIS
NITRATE
SULFUR
ZINC
MANGANESE
IRON
COPPER
BORON
EXCESS
SOLUBLE
CHLORIDE
DENUM
SAMPLE
NOa
S
Zn
Mn
Fe
Cu
B
LIME
SALTS
CI
Mo
NUMBER
ppm-Nod N
RATE
pAATE
A°
IL
%
SOIL
RATE
ppm-S RATE
ppm•Zn RATE
ppm•Mn RATE
pp m-Fe RATE
ppm•Cu RATE
ppm-B RATE
mmhoslcm RATE
ppm-CI RATE
RATE
SAND
SILT
CLAY
TEXTURE
1
13.5 VP
41 H
vz V
4 4V
This report applies to the sample(s) tested. Samples are retained a
maximum of thir ays after testing. Soil Analysis prepared by:
A AST N RICULTURAL'L AT S, INC.
by •
(-UUL I U HA I INU. VtHT wvv IVL), LUW (L), MEDIUM (M), HIUH (H), VtHY HIGH (VH), AND NUNS (N). "" MULTIPLY THE RESULT S IN ppm BY 4.6 TO CONVERT TO LBS. PER ACRE P205
ENR - ESTIMATED NITROGEN RELEASE ""' MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE KZO (�

REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND E10 GRO DIVISICN
TO:
FO'3 316
FINEWILLE NC
12/;e6/96 1
DATE OF REPORT PAGE
ROSE RT (ARSHALL
GROWER: i U f
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
;ACCT
c sE, T H.1' MILTO14
CGRY TO:
:)ATE SEC LIVED 12/:'_;/y.:
F ANALYSIS 1 2/ � 5/ 40
SAMPLE
LAB
ORGANIC
MATTER
PHOSPHORUS
POTASSIUM
MAGNESIUM CALCIUM
SODIUM
pH
HYDRO-
GEN
Cation
Exchange
Capacity
PERCENT
BASE SATURATION (COMPUTED)
Pi
(Weak Bray)
P2
(Strong Bray)
K
M Ca
g
Na
SOIL
BUFFER
NUMBER
NUMBER
ENR
.....
....
..%.
... .%
.%
RATE lbs./A
ppm-P RATE
ppm-P RATE
ppm-K RATE
ppm-Mg RATEppm-Ca RATE
ppm-Na RATE
pH
pH
meq/100g
meq/100g
K Mg Ca H Na
5..
5. 3 140Vt1_T71__V_11_2_4U
VF
H
4'3 VH 7e�C- M
I
I
1
5.5'
6.7
1.9
—1
4
17.0
52.4
=.`.-o
(SEE EXPLANATION ON BACK)
MOLYB-
PARTICLE SIZE ANALYSIS
SAMPLE
NUMBER
NITRATE
NO3
ppm-NO3 N
RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
MANGANESE
Mn
ppm-Mn RATE
IRON
Fe
ppm-Fe
COPPER
Cu
ppm-Cu RATE
BORON
B
ppm-B RATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
mmhos/cm RATE
CHLORIDE
CI
ppm-CI RATE
DENUM
Mo
ppm-Mo
RATE
%
SAND
%
SILT
%
CLAY
SOIL
TEXTURE
�i. VP..
?� H
pQRATE
s vi
9.0 Y D
Al
This report applies to the sample(s) tested. Samples are retained a
maximum irty days after testing. Soil Analysis prepared by:
& L ST AGRICULTURAL L RATORI , INC.
by C . A 0
CODE TO RATING: VERY LOW (VL), LUW (L), MEDIUM (M), HIGH (H), VERY HIGH (VH), AND NONE (N). "" MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVERT TO LBS. PER ACHE P205
ENR - ESTIMATED NITROGEN RELEASE •"" MULTIPLY THE RESULTS IN ppm BY 2A TO CONVERT TO LBS. PER ACRE K20

REPORT NUMBER:
R35e-•004
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] ra7iLA
Fax No. [phone]
SEND
TO: BI O GRID DI VI OI ON
FOB 300
P; FdEV I LLE ! 23+ 3 — C333
DATE OF REPORT 12/26/96 PAGE 1
GROWER: RODERT MARSNALL
nA 1 �T..
1�
SOIL ANALYSIS REPORT
A nr`T JL /.IC/. 69
n L-1r 1 Tr -r.J-T
SAMPLES
SUBMITTED BY: ROBERT HAMI LTON
nnry�r 'rr%: ^%1h1Ar,,r'1 r n I.wn
6r ci I LJ . rTl140mrTI VL 1 J� 1 1✓
LrA7TG FREC-M1VE.D. 12% 2R.'% %6
DATE OF ANALYSIS 12/23/ 6
SAMPLE
LAB
Nitrogen
ph
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
IDENT.
NO.
N
P
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
mg/kg
mg/kg
mg/kg
mglkg
mglkg
mg/kg
mg(kg
mg1kg
mgtkg
mpg
nV&g
mg*g
mg&g
mpg
3
Vn•% 553
LAB
Cadmium
Chromium
Wits!
Lead
Arsenic
Mercury
Selenium
Organic
Total
Cd
Cr
NI
Pb
As
Hg
Se
Nitrogen
pH
C.E.C.
; ;O
NO.
mpg
mg/kg
ngkg
mg1kg
mg/kg
mg/kg
mg/kg
mgtkg
(meg1100g)
Mm
07753
1
20
10
36
3. 00
<0. 01
0.40
7
This report applies only to the sample(s) test . S mples are
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made retaineO42naxl oft aker test' 1 .,
to the work, the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization. A&L A NQ L� 60F`{A IEINC.
by

i
REPORT NUMBER A&L EASTERN AGRICULTURAL LABORATORIES, INC.
Ks56-006 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone]
SEND
SE E IO GRID D IV IS IC-N,
FOS 336
FI4EVILLE NC 2t124-03'03
DATE OF REPORT 1 Z1 'Z61 9 6 PAGE 1
GROWER: DCNALD E F'+YN^
AL
SOIL ANALYSIS REPORT
SAMPLES
SUBMITTED
BY:
0 AtL
r
A.CCT J� 4-546 ?
�0RT H:.MILTCM
COPY TU: ANNAP_'1L.1S. illU
DATr `-C DIVED 12/Li'/ tt
DDT. OF ANALYSIS
ORGANIC
PHOSPHORUS
POTASSIUM
MAGNESIUM
CALCIUM
SODIUM
pH
Cation
PERCENT
SAMPLE
LAB
MATTER
HYDRO-
Exchange
BASE SATURATION (COMPUTED)
P1
P2
K
Mg
Ca
Na
SOIL
BUFFER
NUMBER
NUMBER
'•
(Weak Bray)
(Strong Bray)
GEN
Capacity
% ENR
RATE Ibs./A
....
ppm-P RATE
....
ppm-P RATE
.....
ppm-K RATE
...
ppm-Mg RATE
...
ppm-Ca RATE
.,
ppm-Na RATE
pH
pH
H
meq/100g
C.E.C.
meq/100g
K
Mg
Ca
H
Na
1756
4.9 131H
1 25 V H
15 [ VH
195 Y11
240 VH
7 2U L
5.8
e. 3
1.4
1.5
b. c
- a.j
I
(SEE EXPLANATION ON BACK)
MOLYB-
PARTICLE SIZE ANALYSIS
SAMPLE
NUMBER
NITRATE
NO3
ppm-Noy N
RATE
SULFUR
S
ppm-S RATE
ZINC
Zn
ppm-Zn RATE
MANGANESE
Mn
ppm-Mn RATE
IRON
Fe
ppm-Fe RATE
COPPER
Cu
ppm-Cu RATE
BORON
B
ppm-B RATE
EXCESS
LIME
RATE
SOLUBLE
SALTS
mmhos/cm RATE
CHLORIDE
CI
ppm-CI RATE
DENUM
Mo
ppm-Mo
RATE
%
SAND
%
SILT
%
CLAY
SOIL
TEXTURE
1L.'J 0..
25 H
32k2 H
3.1 V
This report applies to the sample(s) tested. Samples are retained e
maximum of thi ays after testing. Soil Analysis prepared by:
A AS AG CULTURAL LA RATORIES, NC.
by C.
CODE TO RATING: VERY LOW (VL), LOW (L), MEDIUM (M), HIGH (H), VERY HIGH (VH), AND NONE (N). "•' MULTIPLY THE RESULTS IN ppm BY 4.6 TO CONVENT TO LBS. PLH ACHL PZU'
ENR - ESTIMATED NITROGEN RELEASE .... MULTIPLY THE RESULTS IN ppm BY 2.4 TO CONVERT TO LBS. PER ACRE K20

REPORT NUMBER:
R3513... 006 .
i
i
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part, nor may any reference be made
to the work; the results, or the company in any advertising, news release, or other public announcements without obtaining our prior written authorization.
A&L EASTERN AGRICULTURAL LABORATORIES, INC.
7621-Whitepine Road • Richmond, Virginia 23237 • [phone]
Fax No. [phone] M10tt LA
SEND
TO: GI O ©RO DIVISION GROWER: DONALD 6 f AYNE
i AI c
POD 308
PIsue'.;LLB 28134- 0 33
DATE OF REPORT 1 2/24G/96 . -PAGE 1 SOIL ANALYSIS REPORT
A nP'�T AL
n1.rL. I a _T. _r �'% .
SAMPLES
SUBMITTED �ZOCERT HAMI LTON
BY:
r+nC.• Tn. AA11.IAr'.nl T n LAn
1r4.11 I V • In •1111 AIr Lj L .:i' I IU
T1ATE n T 1 Irn 2 /2'%% /
LJI"1 1 t. • L.r� 1 V LLJ J L / L_ V / % J
DATE OF ANALYSIS 12/23/9L•
SAMPLE
LAB
Nlhogert
Pam'
f�s
Potassium
Sulfur
Calcium
Magnesium
Sodium
Iron
Aluminum
Manganese
Copper
Zinc
Ammonia
Nitrate
(DENT.
NO.
N
K
S
Ca
Mg
Na
Fe
AI
Mn
Cu
Zn
Nitrogen
Nitrogen
mg/kg
mg/kg
mgtkg
mg1kg
mgtkg
mg/kg
mglkg
mg/kg
mglkg
mg/kg
nV*g
ffog
mg/kg
mpg
��srsr�
LAB
Cadmium
Chromium
Nickel
Lead
Arsenio
Mercury
Selenium
Organic
Total
Cd
Cr,
Ni
Pb
As
Hg
'Se
Nitrogen
pH
C.E.C.
;'Sv
NO.
mog
mgfkg
mgtkg
mg/kg
mg/kg
mglkg
mg/kg
mog
(mew'1009)
rrM
07756
1
e1
7
c 9
4. 34
<0. 01
0.38
L•
This re ies only to the samples) t t .Samples are
retain a oft' A rt 1r�
A&L E L LAO INC.
by —

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.
Siosolids 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
metals in plant tissues. Salt additions at these application rates
do not pose a problem. In general salts are not a problem in humid
and sub humid regions because there is sufficient rainfall to leach
them down through the soil profile and away from the crop root
zone.

The crops being grown on the 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.
;2 ;.-;w: Agronomist y Bio Gro Systems
i 4 i CFRTIF! D pgMl(TQN
A RaFE S(3
Yam`~e Lem
e

Town of Taylorsville Land Application Sitas
Attachment 8: Site Life Evaluations
.................
Wheelabrator Water Technologies Inc.::.::.:.............................................................................................. ..
g Bio Gro Division

Town of Taylorsville WWTP
DOSAGE RATE EVALUATION
PERMIT INFORMATION (LIFETIME RATES)
CONCENTRATION
PARAMETER (PPM)
PAN (inject)
31,466
PAN (surface)
23,866
P Phosphorus
10,100
K Potassium
2,900
Zn Zinc
342
Cu Copper
131
As Arsenic
2.0
Cd Cadmium
1.0
Cr Chromium
112.0
Pb Lead
32
Hg Mercury
0.700
Mo Molybdenum
8.0
Ni Nickel
42
Se Selenium
0.97
LAB REPORT ;R005 116.000
LBSIDT Allowable Allowable
of Sludge Ibs/ac DT/AC
62.932 100 - 200 1.59 3.18
47.732 100 - 200 2.10 4.19
20.200
5.800
0.684
2,492.0
cumm.
3,643.3
0.262
1,335.0
cumm.
6,095.4
0.004
36.5
cumm.
9125.0
0.002
33.0
cumm.
16,500.0
0.224
2,670.0
cumm.
11919.6
0.064
267.0
cumm.
4,171.9
0.001
14.0
cumm.
10000.0
0.016
15.0
cumm.
937.5
0.084
373.0
cumm.
4,440.6
O.O02
89.0
cumm.
45876.3
Formulae:
Plant Available N = ((f (ppm Org N)) +(ppm NH -N) +(ppm NO-N))0.002
(Inject)
Plant Available N = ((f (ppm Org N)) +v (ppm NH -N) +(ppm NO-N))0.002
(Surface)
parameter (lbs/DT) = parameter (ppm) x 0.002
PLANT AVAILABLE NITROGEN
DT Sludge/AC Load/AC
K
CROP
PAN Required
(surface) (surface)
#/AC
Com (Silage)
200
4.1 6.9
24.0
Com (Grain)
160
3.3 5.5
19.3
Fescue/Hay/Pasture
250
6.2 8.7
30.4
Soybeans
200
4.2 7.0
24.3
Wheat BBarley
100
2.0 3.4
11.9
Clover/Alfalfa
200
4.1 6.9
24.0
Bermuda Grass
220
4.6 7.6
26.4
DT Sludge/AC Load/AC
K
CROP
PAN Required
(Inject) (inject)
#/AC
Com (Silage)
200
3.2 5.3
18.3
Com (Grain)
160
2.5 4.2
14.5
Fescue/Hay/Pasture
250
4.0 6.6
23.0
Soybeans
200
3.2 5.3
18.4
Wheat 8 Barley
100
1.6 2.7
9.2
Clover/Afafla
200
3.2 5.3
18.4
Bermuda Grass
220
3.5 5.8
20.3
Input Data for
Plant Available Nitrogen
Ammonia Nitrogen
Nitrate Nitrogen PPM
Organic Nitrogen
Digestion Factor
Percent Solids
GL or CY / Load
Dry Tons Per Load
TERMS:
f = mineralization rate = Digestion Factor
v = non volatilized traction of NH - N = 0.50
PAN = Plant Available Nitrogen
NOTE: This utilizes EPA Part 603.13 Standards
or North Carolina Standards whichever Is
the most stringent
CEC<5
P
METALS: LIFETIME YEARS BASED ON PAN DT/AC
lbs/acre Cd
Cu
Zn
NI
Pb
83.6 3,985.4 yr
"•••"'• yr
880.0 yr
1,072.6 yr
1.007.7 yr
67.1 4,966.8 yr
""««' yr
«««.« yr
1,336.7 yr
1,255.8 yr
105.8 3,160.3 yr
972.9 yr
695.6 yr
847.8 yr
796.5 yr
84.6 3,937.9 yr
"""'•'yr
869.5 yr
1,059.8 yr
995.7 yr
41.3 8,068.3 yr
••""•'• yr
•"«"" yr
2,171.3 yr
2,040.0 yr
83.6 3,985.4 yr
••••••••'yr
880.0 yr
1.072.6 yr
1,007.7 yr
92.1 3,619.2 yr
'••"•••• yr
799.1 yr
974.0 yr
915.1 yr
CEC < 5
P
METALS: LIFETIME YEARS BASED ON PAN DT/AC
Ibs/acre Cd
Cu
Zn
NI
Pb
63.7 5,231.2 yr
"•'•"'• yr
«'•""" yr
1,407.8 yr
1,322.7 yr
50.3 6,620.1 yr
"""'•' yr
«,«.«• yr
1,781.6 yr
1,673.8 yr
80.0 4,168.2 yr
••'•'•'•'yr
920.4 yr
1,121.7 yr
1,053.9 yr
63.9 5,214.9 yr
•'•••"•' yr
""'•"• yr
1,403.4 yr
1,318.5 yr
32.1 10,383.8 yr
•"""" yr
""""• yr
2,794.5 yr
2,625.4 yr
64.2 6,191.9 yr
""""'yr
«•«""yr
1,397.2 yr
1,312.7 yr
70.6 4,719.9 yr
••'••••"yr
••"•""'yr
1,270.2 yr
1,193.4 yr
1.52
96
5.39
0.3
2.2
6500
0.60
As Se Mo Hg Cr
2,204.1 yr
11,081.1 yr
226.4 yr
2,415.4 yr
2,879.1 yr
2,746.8 yr
13,809.6 yr
282.2 yr
3,010.2 yr
3,588.0 yr
1,742.2 yr
8,759.1 yr
179.0 yr
1,909.3 yr
2,275.8 yr
2,177.8 yr
10,948.8 yr
223.7 yr
2,386.6 yr
2,844.7 yr
4,462.0 yr
22,433.1 yr
458.4 yr
4,889.9 yr
5,828.6 yr
2,204.1 yr
11,081.1 yr
226.4 yr
2,415.4 yr
2,879.1 yr
2,001.5 yr
10,062.6 yr
205.6 yr
2,193.4 yr
2,614.5 yr
As
Se
Mo
Hg
Cr
2,893.0 yr
14,644.8 yr
297.2 yr
3,170.4 yr
3,779.1 yr
3,661.1 yr
18,406.3 yr
376.1 yr
4,012.2 yr
4,782.3 yr
2,305.1 yr
11,589.2 yr
236.8 yr
2,526.2 yr
3,011.1 yr
2,884.0 yr
14,499.3 yr
296.3 yr
3,160.5 yr
3,767.2 yr
5,742.5 yr
28,870.9 yr
690.0 yr
6,293.2 yr
7,501.3 yr
2,871.3 yr
14,435.4 yr
295.0 yr
3,146.6 yr
3,750.6 yr
2,610.2 yr
13,123.1 yr
268.2 yr
2,860.5 yr
3,409.7 yr

Town of Taylorsville Land Application Sites
Site AL 6
Request and Consent for Biosolids
Site Summary Sheet
Field Data Sheets
Vicinity Map
Site Map
Topographic Map
Soils Map
Flood Plain
Wheelabrator Water Technologies Inc. Bio Gro Division

Town of Taylorsville Land Application Sites
...:...........::.::::::::::::::::::.:.:::::.........................................................PP
Request and Consent for Biosolids
Wheelabrator Water Technologies Inc.
.:.................................................................................................... ............
9 Bio Gro Division

BIirR lDivision
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
SOURCE:
FARM OPERATOR:
ADDRESS:
PHONE: (161V ) -
FARM LOCATION: S /Q O S
TOTAL ACREAGE: y COUNTY:_�Q�,Q��/ZdQTI�
CROPS: 6m o rA(
1. 1 agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> w'v when biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for 30 days after the application of biosolids.
c. Food crops with h rvesfed parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for" months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for 3 d days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. — Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
Y
OPERA
TURE
;�ZIQIZ � �
DATE
WCWS—Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRONC • 5/95 WHITE: Regional Office CANARY. Farmer

Town of Taylorsville Land Application Sites
Site Summary Sheet
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD SUMMARY SHEET
Site A L 6
FIELD
GROSS ACRES
NET ACRES
OWNER
1
33.0
32.2
R.Rogers
2
32.4
28.3
R.Rogers
3
37.2
29.6
R.Rogers
4
11.7
11.2
R.Rogers
5
31.1
30.7
R.Rogers
g
35.5
30.3
R.Rogers
7
8.5
8.2
R.Rogers
8
9
10
Total
189 .4
170 . 5

Town of Ta lorsville Land Application Sites
Field Data Sheets
Wheelabrator Water Technologies Inc. Bio Gro Division

PROJECT
FIELD NUMBER
OPERATOR
COUNTY
TOPOGRAPHIC QUAD
LATITUDE: 3 5 0 5 2, 3 0-
SOIL SURVEY
PREDOMINANT SOILS
FIELD DATA SHEET
TOWN OF TAYLORSVILLE
A L 6 - 1
Robin Rogers
AI EXANDER
ACRES
Gross 33.0
Net 32.2
OWNER s a m e
Stony Point, NC 1970
LONGITUDE: 81° 0 7. 0 0-
USDA ALEXANDER CO. SHEET 7
Cecil sandy clay loam (CeB2)

PROJECT
FIELD NUMBER
OPERATOR
COUNTY
TOPOGRAPHIC OUAD
LATITUDE: 3 5° 5 2' 3 0"
SOIL SURVEY
PREDOMINANT SOILS
FIELD DATA SHEET
TOWN OF TAYLORSVILLE
A L 6 - 2. ACRES
Gross T
.4
Net .3
Robin Rogers OWNERame
ALEXANDER
Stony Point, NC 1970
LONGITUDE: 81 *0 7 ' 0 0
USDA ALEXANDER CO. SHEET 77
Cecil Sandy Clay Loam ( CeB2)

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVILLE
FIELD NUMBER
AL6 -3
ACRES
Gross
37 . 2
Net
29.6
OPERATOR
Robin Rogers
OWNER
Same
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 3 5° 5 2' 3 0" LONGITUDE: 81 00 7' 0 0'•
SOIL SURVEY
USDA A L E X A N D E R Co.
SHEET
7
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( CeB2 )

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVTLLE
FIELD NUMBER
AL6 -4
ACRES
Gross
11.7
Net
11.2
OPERATOR
Robin Rogers
OWNER
Same
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
Stony Point, NC 1970
LATITUDE: 3 5° 5 2' 3 0" LONGITUDE: 81 ' 0 70 0"
SOIL SURVEY
PREDOMINANT SOILS
USDA A L E X A N D E R C O. SHEET 7
Cecil Sandy Clay Loam ( CeB2 )

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVILLE
FIELD NUMBER
A L 6 - 5
ACRES
Gross 31.1
Net 30.7
OWNER s a m e
OPERATOR
Robin Rogers
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
H i d d e n i t e, N C 1970
LATITUDE: 3 61 5 7' 0 0't LONGITUDE: 81 "0 5' 3 0"
SOIL SURVEY
USDA► A L E X A N D E R CO
SHEET
4
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( CeB2)

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSV TLLE
F ELD NUMBER
A L 6- 6
ACRES
Gross
35.5
Net
OWNER
30.3
OPERATOR
Robin Rogers
same
COUNTY
ALEXANDER
TOPOGRAPHIC OUAD
H i d d e n i t e, NC 1970
LATITUDE: 36,157' 00" LONGITUDE: U®05'30"
SOIL SURVEY
USDA A L E x A N D E R C O.
SHEET 7 4
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( CeB2 )

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSV ILLS
FIELD NUMBER
A L 6 - 7
ACRES
Gross
8.5
Not
OWNER
8.2
OPERATOR
Robin Rogers
s a me
COUNTY
ALEXAMDER
N i d d e n i t e, NC 1 9 7 0
TOPOGRAPHIC aum
LATITUDE: 36,157100°' L®NCIYiiOE: °05'30"
SOIL SURVEY
USDA A L E x A N D E R C O.
SHEET
4
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( CeB2 )

L� Wheelabrator Clean Water Systems Inc.
' SCALE. 1 tt = 2 miles
VICINITY MAP
Land Application • BIO*FIX Alkaline Stabilization
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting Drying and Pelletizing
Southern Region
908 Bei.:Ser Drive
Pelham, AL 35124 "
205.664.9440
205.664.7678 Fax
Site AL6
N
PRIMED ON RECYCLED PAPER
N

f Wheelabrator Clean Water Systems lnc,
Bduo.fw=
SCALE: 1 t' = 660'
Southern Region
908 Beic..:r Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL6 Fields 1,3,& 4
SITE MAP
Land Application • BIO•FIX Alkaline Stabilization
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing PRIMED ON RECYCLED PAPER

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Ak Wheelabrator Clean Water Systems �//l. .908 Belcher Drive
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Land Application • BIO+FIX Alkaline Stabilization N
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing PRINTED ON RECYCLED PAPER

Southern Region
A Wheelabrator Clean Water Systems Inc. 908 Belch" Drive
Pelham, AL 35124
205.664.8440
Division 205.664.7678 Fax
X
RO (I D94
—1�3�� Springs
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49'
SCALE: 1:24,000 Site AL6 Fields 5,6, & 7
TOPOGRAPHIC MAP
Land Application - B10-FIX Alkaline Stabilization N
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting - Drying and Pelletizing PRINTED ON RECYCLED PAPER

AL Wheelabrator clean Water systems Inc.
Dksjo
SCALE: 1:24,000
A WHEEIABRATOR TECHNOLOGIES COMPANY
Southern Region
908 Belcher Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL6 Fields 1,2,3,& 4
SOILS MAP
Land Application • BIO•FIX Alkaline Stabilization
IPS Composting • Drying and Pelletizing
N
PRINTED ON RECYCLED PAPER

Auk Wheelabrator Clean Water Systems Inc.
SCALE: 1:24,000
Southern Region
908 Belcher Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL6 Fields 5,6,& 7
SOILS MAP
Land Application • BIO+FIX Alkaline Stabilization
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing
At.
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PRINTED ON RECYCLED PAPER
14

Town of TaylorsWle Land Application Sites
Flood Plains
No fields for R R o g e r s A L 6 are located within the 100 year flood plain.
. .. .... .....
Wheelabrator Water Technologips Inc Bi . o - Gro Division

Town of Taylorsvilie Land Application Sites
Site AL-7
Request and Consent for Biosolids
Site Summary Sheet
Field Data Sheets
Vicinity Map
Site Map
.Topographic Map
Soils Map
Flood Plain
..... , .:
.......:
Wheelabrator Water Technologies Inc. Bio Gro Division

Town of Taylorsville Land Application Sites
Request and Consent for Biosolids
Wheelabrator Water Technologies Inc. Bio Gro Division

BI R Division
AWheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
TOTAL ACREAGE: COUNTY.
CROPS: 0 r, Ssi n � Qrtm,S
I agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> , d when biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for Z () months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for -ILa days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. - Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
Me-
26
DA
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRONC • 5/95 WHITE: Regional Office CANARY: Farmer

Town of Taylorsville Land Application Sites
Site Summary Sheet
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD SUMMARY SHEET
Site AL 7
FIELD
GROSS ACRES
NET ACRES
OWNER
1
60.9
52.1
R.Herman
2
3
4
5
6
7
8
9
10
Total
6 0. 9
52.1

Town of Taylorsville Land Application Sites
Field Data Sheets
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD DATA SHEET
PROJECT
FIELD NUMBER
TOWN OF TAYLORSVILLE
A L 7 -1 ACRES
Gross 60.9
Net 52.1
OPERATOR
Rodney Herman
OWNER
same
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
T a y l o r s v i l l e,
NC 1970
LATITUDE: 3 5 ,,5 5 , 3 01&
LONGITUDE: 81 612 13 0
SOIL SURVEY
USDA A L E X A N D E R
CO.
SHEET
3
PREDOMINANT SOILS
P a c o 1 et Sandy
Clay Loam (PcC2 )

A Wheelabrator Clean Water Systems Inc.
a 0AW a V, �k
SCALE: 1 tt = 2 miles
VICINITY MAP
Land Application • BIO+FIX Alkaline Stabilization
A WHEEI.ABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing
Southern Region
908 B .'zher Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL7
At
N
PRINTED ON RECYCLED PAPER
v

A
ALWheelabmtor Clean Water Systems 1,nc
B& Di
Southern Region
908 Belcher Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
1:24,000 Site A L 7 F i e l d I
TOPOGRAPHIC MAP
Land Application - Bl0*FlX Alkaline Stabilization N
A WREELABRATOR TECHNOLOGIES COMPANY IPS Composting - Drying and Pelletizing MINTED ON RECYCLED PAPER

Town of Taylotsville
Land Application Sites
Flood Plains
No fields for R H e r m a n A L 7 ) are located mhm the 100 year flood plain.
Wheelabrator Water Technologies Inc . Bio Gro Division

Town of Taylorsville Land Application Sites
.. .........
Site AL 8
Request and Consent for Biosolids
Site Summary Sheet
Field Data Sheets
Vicinity Map
Site Map
Topographic Map
Soils Map
Flood Plain
..... ................ .
Wheelabrator Water Technologies Inc. Bio Gro Division

Town of Ta lorsville Land Application Sites
Request and Consent for Biosolids
,;......
Wheelabrator Water Technologies Inc. Bio Gro Division

BIOARODivision
AA\ Wheelabrator Clean Water Systems Inc.
REQUEST AND CONSENT FOR BIOSOLIDS
PHONE: (�D v ) s— .- -- ,; 9
FARM LOCATION: SX /90 3.
TOTALACREAGE: COUNTYT�J�I�/I'!
CROPS:
I agree to be responsible for adhering to the following conditions, where applicable:
a. The soil pH will be adjusted to> 1Ctahen biosolids are applied. (This may be accomplished through the application
of lime -treated biosolids.)
b. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for 3 r) days after the application of biosolids.
c. Food crops with harvested parts that touch the biosolids/soil mixture and are totally above the land surface shall not be
harvested for _Lt- months after the application of biosolids.
d. Food crops with harvested parts below the surface of the land shall not be harvested for _ . months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
e. Food crops, feed crops, and fiber crops shall not be harvested for 30 days after application of biosolids.
f. Public access to land with a low potential for public exposure shall be restricted for days. Public access to land
with a high potential for public exposure shall be restricted for 1 year.
g. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
2. 1 understand that this transaction is not contemplated by the parties to be a sale of goods, and that Wheelabrator Clean
Water Systems Inc. - Bio Gro Division (hereinafter Bio Gro) is willing to provide to me without charge the service of land
applying biosolids which have been approved by the appropriate regulatory agencies for land application.
3. 1 understand that successful crop production depends on many variables, such as weather, soil conditions and specific
farming practices and that while Bio Gro has experience with land application of biosolids, the responsibility for properly
accommodating agricultural practices to biosolids utilization are solely mine. I have also read and understand the "Important
Information About Using Biosolids as a Fertilizer" which is on the reverse side and incorporated by reference in this Request
and Consent.
42(,�
OPERATOR'S SIGNATURE
D TE
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDRQNC • 5/95 WHITE: Regional Office CANARY. Farmer

Town of Taylorsville land Application Sites
Site Summary Sheet
............................ .
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD SUMMARY SHEET
Site A L 8
FIELD
GROSS ACRES
NET ACRES
OWNER
1
23.0
19.7
O.Icenhour
2
41.3
32.7
O Icenhour
3
12.5
11.1
V. Houston
4
10.6
10.1
J.Deal
5
6
7
8
9
10
Total
87.4
7 3. 6

Town of TaYlorsville Land Application Sites
::. ..:......:
Field Data Sheets
Wheelabrator Water Technologies Inc. Bio Gro Division

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVILLE
FIELD NUMBER
AL8 -1
ACRES
Gross
23 .0
Net
19.7
OPERATOR
Owen I c e n h o u r
OWNER
same
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
Stony Point 1970
LATITUDE: 3 5 °5 2 '3 0" LONGITUDE:81 O 07, 00,
SOIL SURVEY
USDA A L E X A N D E R CO.
SHEET
4& 7
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( CeB2 )

IJ
FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVILLE
FIELD NUMBER
AL8 -2
ACRES
Gross
41.3
Net
OWNER
32.7
same
OPERATOR
Owen I c e n h o u r
COUNTY
ALEXANDER
TOPOGRAPHIC OUAD
Stony Point 1970
LATITUDE: 3L °5 2 ' 3 0 " LONGITUDE:81 0 07, 0 0-
SOIL SURVEY
USDA A L E X A N D E R C q_- SHEET ---74&
7
PREOMNANT SOILS
Cecil Sandy Clay Loam ( CeB2. )

FIELD DATA SHEET
PROJECT
JOWN OF TAYLORSVILLE
FIELD NUMBER
ALB -3
ACRES
Gross
12.5
Not
OWNER
11.1
V.Houston
OPERATOR
Owen Icenhour
COUNTY
ALEXANDER
TOPOGRAPHIC QUAD
Stony Point
1970
LATITUDE: 3L 05 2 ' 3 0 "
SOIL SURVEY
USDA A L E X A N DER
LONGITUDE:8 I ® 07, 0 0-
C O- SNEET 4& 7
PRECMINANT SOILS
Cecil Sandy Clay Loam ( CeB?. )

FIELD DATA SHEET
PROJECT
TOWN OF TAYLORSVILLE
FIELD NUMBER
AL8 -4
ACRES
Gross
10.6
Net
OWNER
10.1
J. Deal
OPERATOR
Owen Icenhour
COUNTY
ALEXANDER
TOPOGRAPtlfC allAD
S t o n y P o i n t 1970
LATITUDE: 30 °5 2 ' 3 0 " LONGITUOE:81 a 0 7# OD -
SOIL SURVEY USDA A L E X A N DER C qS"EFET 4& 7
PREDOMINANT SOILS
Cecil Sandy Clay Loam ( C e B ?. )

i Wheelabrator Clean Water Systems Inc
BIARD Di
SCALE: 1 tt = 2 miles
VICINITY MAP
Southern Region
908 136-her Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL8
Land Application • BIO+FIX Alkaline Stabilization
A WHFFIABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing
N
PRINTED ON RECYCLED PAPER

Wheelabrator Clean Water Systems Inc
SCALE: 1" = 660'
A WHEELARRATOR TECHNOLOGIES COMPANY
Southern Region
908 Belcher Drive
Pelham, AL 35124
205.664.8440
205.664.7678 Fax
Site AL8 Field
SITE MAP
Land Application • BIO•FIX Alkaline Stabilization
IPS Composting • Drying and Pelletizing PRINTED ON RECYCLED PAPER

Southern Region
Wheelabrator Clean Water Systems l]X 908 Belcher Drive
Pelham, AL 35124 n
205.664.8440
205.664.7678 Fax
1 � � ji • O • O� `\ I I
1t�6 '1 O
( afar T�nV.00
1u
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fiber• t \� � \ � n �'
ark
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r1 / • Idt Nebr� �` it � I .
%31 Ch
lull
/COO. ( prl I f 1 \ rr
SCALE: 1:24,000 Site AL8 Fields 1,2,3, & 4
TOPOGRAPHIC MAP
Land Application • BIO•FIX Alkaline Stabilization N
A WHEELABRATOR TECHNOLOGIES COMPANY IPS Composting • Drying and Pelletizing PRINTED ON RECYCLED PAPER

I
W I 0M,-
Re
OR-
w
KJAM

Town of Tayloisville
Land Appitcalmn Sites
Flood Plains
No fields for 0 1 c e n h o u r A L 8 are located within the 100 year flood plain
j ..........
Wheelabrator Water Technologies Inc Bio Gro Division

Bat-ROuMsiorl
AWheelabrator Clean Water Systems Inc. _.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAME:
ADDRESS:
PHONE: ( 1j:4 )
OPERATOR NAME:
FARM LOCATION(S): o D
TOTAL ACRES: % 7 COUNTY: 4 /9 Xl "d��
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the applic tion of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvest
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for 1
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for Z d months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for � 6 days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. I certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
TURE (If signings a representative, include title)
Z lD
DOE
0 WCWS-Bio Gro Division - 900 Fox Valley Drive, Suite 210 - Longwood, FL 32779 - 407/682-2272
❑ WCWS-Bio Gro Division -12701 Lancaster Highway - Pineville, NC 28134 - 704/542-0937
BGDLOC - 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator

viVlS10I1
AkaWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
/' OWNER NAME: / 7�-
ADDRESS:
OPERATOR NAME: _�' l��6�A-/
FARM LOCATION(S):
TOTAL ACRES: COUNTY
1. 1 understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the appliclion of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harves_tpd
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for .7--0 months after the
application of biosolids when the biosolids remain on the land surface 2 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either parry to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
i/ L_r4.�
OWNER SIGNATURE (If sifning as a representative, include title)
DATE
❑ WCWS-Bio Gro Division • 900 Fox Valley Drive, Suite 210 • Longwood, FL 32779 • 407/682-2272
❑ WCWS-Bio Gro Division • 12701 Lancaster Highway • Pineville, NC 28134 • 704/542-0937
BGDLOC • 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator

BRODivision
AkaWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OPERATOR NAME: SCEy✓1 e—
FARM LOCATION(S): Je Z14 JZ
TOTAL ACRES: COUNTY
A I e-Ka nde-y
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. I agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leases has signed
an agreement form with Bio Gro stating that my lessee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the applica ion of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvest
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
pd
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for '2 0 months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for �_ days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not- be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6.
I certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
I d application of biosolids and that there
are no restrictions to the granting of consent under this form.
�.cwn— JL�-� �J�-�n �I, 41 / 2 S
4ER SIGNATURE (If signing as a representative, include title) DAtE
❑ WCWS-Bio Gro Division • 900 Fox Valley Drive, Suite 210 • Longwood, FL 32779 • 407/682-2272
❑ WCWS-Bio Gro Division • 12701 Lancaster Highway • Pineville, NC 28134 • 704/542-0937
BGDLOC • 5/95 WHITE: Regional Office CANARY Landowner PINK: Farm Operator

B� Division
AWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
OWNER NAI
ADDRESS:
PHONE: (9' �) 5 ' SD .S
OPERATOR NAME:
FARM LOCATION(S):
TOTAL ACRES: IZ, S COUNTY:
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my leasee has signed
an agreement form with Bio Gro stating that my leasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for �(_ days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for 2 U months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for 16) days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of legal title to the above described property or am authorized by the holder to give consent for the
land application of biosolids and that there are no restrictions to the granting of consent under this form.
(If signing 4as'a representative, include title)
y
DATE
❑ WCWS-Bio Gro Division • 900 Fox Valley Drive, Suite 210 • Longwood, FL 32779 • 407/682-2272
❑ WCWS-Bio Gro Division • 12701 Lancaster Highway • Pineville, NC 28134 • 704/542-0937
BGDLOC • 5/95 WHITE: Regional Office CANARY. Landowner PINK: Farm Operator

W Division
ALWheelabrator Clean Water Systems Inc.
LANDOWNER CONSENT FOR BIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolids by Wheelabrator Clean Water Systems Inc. -
Bio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
PHONE: ( 70 4 )
OPERATOR NAME:
FARM LOCATION(S):
TOTAL ACRES: b 9 COUNTY: �Y-
1. I understand that Bio Gro will coordinate biosolids deliveries with my farm operator hereinafter (leasee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory staff access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the site and testing. I reserve the right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my Ieasee has signed
an agreement form with Bio Gro stating that my Ieasee will be responsible for following these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harve,s't�d
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for
IT -
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for Z 0 months after the
application of biosolids when the biosolids remain on the land surface > 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops, feed crops and fiber crops shall not be harvested for 30 days after application of biosolids.
e. Public access to land with a low potential for public exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shall be restricted for _7,Q days. Public access to land with a high potential
for public exposure (land the public uses frequently including but not limited to a public contact site such as parks,
playgrounds and golf courses) shall be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested turf is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosolids" which is on the reverse side and incorporated by reference in this Consent.
S. The term of this Consent shall continue until written notification is given by either party to terminate this agreement.
6. 1 certify that I am holder of jegal title to the above described property or am authorized by the holder to give consent for the
Ian#application of biosgj(ds and that there are no restrictions to the granting of consent under this form.
as a representative, include title)
5AP-6Z99 -
D E
WCWS-Bio Gro Division • 908 Belcher Drive • Pelham, AL 35124 • 205/664-8440
BGDLOC • 5/95 WHITE: Regional Office CANARY: Landowner PINK: Farm Operator

Apr-17-97 07:54A Robert Hamilton - Bio Gro 704-732-8501 P.03
AWIMelabrator Clean Wa. 11h*-BODivision
ter systems Inc.
LANDOWNER CONSENT FOR SIOSOLIDS APPLICATION
The undersigned hereby agrees to the application of biosolfds by Wheelabrator Clean Water Systems Inc. -
Sio Gro Division (hereinafter Bio Gro) at application rates in accordance with applicable laws and regulations.
J
OWNER NAME: I a Ie f? P_
ADDRESS.
PHONE: ( 70 V )~ 3 f Z- 6 7 fie --
OPERATOR NAME:
FARM LOCATION(S):
TOTAL ACRES:
ra
� r
r
1. 1 understand that Bio Gro will coordipate biosolids deliveries with my farm operator hereinafter (lessee) unless otherwise
advised by me.
2. 1 agree to allow Bio Gro and federal, state and local regulatory stall access to my land for the purposes of permitting the site,
inspecting the site, applying biosolids, obtaining samples from the $ite and testing. I reserve 0te right to ask the above
parties for proper identification at any time.
3. 1 understand that the following conditions apply to my land following biosolids applications and that my lessee has signed
an agreement form with Bio Gro stating that my lessee wtB be responsible for tolbwn►g these conditions where applicable:
a. Do not graze animals on the land for 30 days after the application of biosolids. In addition, animals intended for dairy
production shall not be allowed to graze on the land for AD_ days after the application of biosolids.
b. Food crops (crops consumed by humans including but not limited to fruits, vegetables and tobacco) with harvested
parts that touch the biosolids/soil mixture and are totally above the land surface shall not be harvested for �_
months after the application of biosolids.
c. Food crops with harvested parts below the surface of the land shall not be harvested for months after the
application of biosobids when the biosolids remain on the land surface Z. 4 months prior to incorporation into the soil,
or 38 months when the biosolids remain on the land surface < 4 months prior to incorporation.
d. Food crops. feed crops and fiber crops shalt not be harvested for 30 days after application of biosolids.
G. Public access to land with a low potential for pubic exposure (land the public uses infrequently including but not
limited to agricultural land and forests) shoo be restricted for 3Q_ days. Public access to land with a high potential
for public exposure (and the public uses frequently including but not limited to a public contact site such as parks,
ptaygratrrds and 900 cotxses) shag be restricted for 1 year.
f. Turf grown on land where biosolids are applied shall not be harvested for one year after application of biosolids when
the harvested tud Is placed on either land with a high potential for public exposure or a lawn, unless otherwise specified
by the permitting authority.
4. 1 have also read the "Information About Biosdids" which is on the reverse aide and incorporated by reference in this Consent.
5. The term of this Consent shall continue until written notification is given by ether party to terminate this agreement.
®• I certify that I am holder of legal five to the above described property or am authorized by the holder to give consent for the
land application of biosclids and t t there are no restrictions to the granting of consent under this form.
OW MUNATURE (If signing as a tepresentalive, Include title) -BA —TV
WCWS-&o Gro Division a 906 Belcher Drive • Pelham, AL 35124 • 205/664.8440