WQ0012404_Correction_20020124

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
January 24, 2002
Mr. Glenn T. Hall
CF Industries, Inc.
One Salem Lake Drive
Long Grove, Illinois 60047-8402
IT 1 0 •
A12
NCDENR
NORTH CAROLINA DEPARTMENT Or
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0012404
CF Industries, Inc., Tunis, NC Facility
Land Application of Nitrogen -Enriched Groundwater
Hertford County
Dear Mr. Hall:
In accordance with your renewal and modification request received on August 23, 2001, we are
forwarding herewith Permit No. WQ0012404, dated January 24, 2002, to CF Industries, Inc. for the
operation of a nitrogen -enriched groundwater recovery system and the operation of a nitrogen -enriched
groundwater application program. This permit modification includes 6,157.38 acres of renewed
application sites, 571.2 acres of new application sites, increased PAN application rates, and a
modification to the groundwater sampling schedule.
This permit shall be effective from the date of issuance until December 31, 2006, shall hereby
void permit number WQ0012404 issued November 7, 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 fixture compliance problems.
Please note Attachment A, which lists the approved land application sites for use in land
application of the nitrogen -enriched groundwater. Should CF Industries, Inc. wish to modify this list of
land application sites, a written formal request shall be completed and include a soil scientist /
agronomist report, land owner agreement forms, location map, topographic map, buffer map, field data
sheet and soil analysis report. This request shall be sent to the Washington Regional Office, Water
Quality Section for their review and approval prior to any land application on the additional sites. A
formal permit modification will not be required to be submitted to the central office.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory bearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/] 0% post -consumer paper

If you need additional information concerning
[phone] extension 502.
04
cc: Hertford County Health Department
S & ME, Inc.
Washington Regional Office, Water Quality Section
Washington Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
Homewood at

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
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
CF Industries, Inc.
Hertford County
continued operation of a nitrogen -enriched groundwater recovery system consisting of nine recovery
wells with approximately 1,826 linear feet of four inch force main, and a transfer pump station
consisting of a 1,600 gallon surge tank and two alternating 15 horsepower transfer pumps, with 1,736
linear feet of four inch force main, discharging into a one million gallon storage basin with a 40 mil
HDPE liner, a groundwater transfer and loading system consisting of a 600 gpm pump with dual Ioading
bays for the tanker trucks, and the necessary electrical fixtures and appurtenances required for proper
operation (hereafter considered the "groundwater recovery facility"); and for the
operation of a nitrogen -enriched groundwater land application program consisting of the application of
30,000,000 gallons per year of nitrogen -enriched groundwater from the CF Nitrogen, Inc. site in Tunis,
N.C.(hereafter considered the "groundwater recovery site"), to approximately 6728.58 acres of land in
Hertford County (hereafter considered the "land application sites") with no discharge of nitrogen -
enriched groundwater to the surface waters, pursuant to the application received on August 23, 2001 and
in conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until December 31, 2006, shall hereby
void permit number WQ0012404 issued November 7, 1997, and shall be subject to the following
specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. The Washington 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 nitrogen -enriched
groundwater to a land application site so that an inspection can be made of the land
application site 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 Hertford 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 at a land application site fail to adequately
assimilate the nitrogen -enriched groundwater and may be rescinded unless the land
application sites are maintained and operated in a manner which will protect the assigned .
water quality standards of the surface waters and ground waters.
3. The groundwater recovery facility and the land application sites shall be effectively
maintained and operated at all times so that there is no discharge of nitrogen -enriched
groundwater to the surface waters, nor any contamination of ground waters by nitrogen -
enriched groundwater which will render them unsatisfactory for normal use. In the event
that the groundwater recovery facility or a land application site fail to perform
satisfactorily, including the creation of nuisance conditions or failure of the land
application site to adequately assimilate the nitrogen -enriched groundwater, the Permittee
shall cease applying nitrogen -enriched groundwater to that land application site and take
immediate corrective actions including those actions that may be required by the Division
of Water Quality.
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. The following buffer zones shall be maintained:
a) 200 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) 50 feet from residences or places of public assembly under separate ownership for
subsurface residual injection method,
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 surface application method;
g) 25 feet from property lines for subsurface application method;
h) 50 feet from public right of ways for both application methods,
i) 10 feet from upslope interceptor drains and surface water diversions for both
application methods,
j) 25 feet from downslope interceptor drains, surface water diversions, groundwater
drainage systems and surface drainage ditches for both application methods.
6. A copy of this permit shall be maintained at the land application site when nitrogen -
enriched groundwater is being applied during the life of this permit_ A spill prevention
and control plan shall be maintained in all nitrogen -enriched groundwater transport and
application vehicles.
7. Specific nitrogen -enriched groundwater application area boundaries shall be clearly
marked on each land application site prior to and during application on land application
sites where a fixed system is not being used.
S. No nitrogen -enriched groundwater shall be stored at any land application site, unless
approval has been requested and obtained from the Division of Water Quality.
Temporary storage in a 12,000 gallon tanker trailer at the specific land application site
may be maintained only during the application process.
2

II. OPERATION AND MAINTENANCE REQUIREMENTS
The groundwater recovery facility and the land application sites shall be properly
maintained and operated at all times.
2. The use of existing spray irrigation equipment for application of the nitrogen -enriched
groundwater is approved by this permit only if the following conditions are met prior to
use:
a. The Plant Available Nitrogen (PAN) rates for the land application site's crops
shall not be exceeded,
b. The buffer requirements, as listed in this permit shall be met,
c. A backflow prevention device shall be installed, and
d. There shall be an air gap separation maintained whenever the nitrogen -enriched
groundwater is used in an existing irrigation system.
3. A suitable vegetative cover, as listed in condition II 6, shall be maintained at the land
application site in accordance with the crop management plan outlined by the local
Extension Office of the Department of Agriculture, or the Natural Resources
Conservation Service, or other agronomist, and approved by this Division.
4. 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 in
condition II 6 below. The agronomist shall provide information on the pH best suited for
the specified crop and the soil type.
5. Nitrogen -enriched groundwater shall not be applied at rates greater than agronomic rates,
unless authorized by the Division. If the owner of the land application site has or will be
applying fertilizer during the crop rotation when nitrogen -enriched groundwater is being
applied, the nutrients from the fertilizer shall be taken into account when determining
loading rates for the nitrogen -enriched groundwater. At no time shall the agronomic rates
for the specific crop be exceeded by application of the nitrogen -enriched groundwater,
fertilizer applied by the farmer, or a combination of nitrogen enriched groundwater and
fertilizer.
6. The application rates shall not exceed the following for the specified crops. These rates
shall include any other fertilizer or waste source to be applied to a site that includes
nitrogen:
CroB PAN (lb./acre/vr.
Alfalfa
200
Coastal Bermuda Grass (Hay, Pasture)
270
Blue Grass
120
Corn (Grain)
160
Corn (Silage)
200
Cotton
80
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
240
Turf Grass
300

7. The Iifetime heavy metal loadings at a land application site shall not exceed the following
for the corresponding Cation Exchange Capacities (CEC):
Lifetime Loadings (lbs/acre)
Parameter
CEC < 5
CEC 5 - 15
CEC > 15
Lead
500
1000
2000
Zinc
250
500
1000
Copper
125
250
500
Nickel
125
250
500
Cadmium
4.5
9
18
8. Upon classification of the groundwater recovery facility by the Certification Commission,
the Permittee shall employ an appropriate certified operator(s) to be in responsible charge
(ORC) of the nitrogen -enriched groundwater recovery facility and the land application
program. The operator(s) must hold a certificate of the type and grade at least equivalent
to or greater than the classification assigned to the nitrogen -enriched groundwater
recovery facility and the land application program by the Certification Commission. The
Permittee must also employ a certified back-up operator of the appropriate type and grade
to comply with the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility
must properly manage and document daily operation and maintenance of the facility and
must comply with all other conditions of Title 15A, Chapter 8A, .0202.
9. Adequate procedures shall be provided to prevent surface runoff from carrying any land
applied or stored nitrogen -enriched groundwater into any surface waters.
10. For land application sites that are prone to flooding or within the I00-year flood
elevation, nitrogen -enriched groundwater may be applied only during periods of dry
weather.
11. Adequate provisions shall be taken to prevent wind erosion and surface runoff from
conveying pollutants from the nitrogen -enriched groundwater land application site onto
adjacent property or into any surface waters.
12. Nitrogen -enriched groundwater 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
nitrogen -enriched groundwater land application measures must first be approved by the
Division of Water Quality.
13. Nitrogen -enriched groundwater shall not be applied to any land application site that is
flooded, frozen or snow-covered.
14. The freeboard in the storage basin shall be no less than two feet. If the freeboard
becomes less than two feet because of a significant rain event, the Permittee shall notify
the Washington Regional Office and promptly take action to return the freeboard to at
least two feet. At no time shall the storage basin be allowed to overflow.
MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, nitrogen -enriched groundwater,
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.
4

2_ Proper records shall be maintained by the Permittee tracking all application activities.
These records shall include, but are not necessarily Iimited to the following information:
a_ date of nitrogen -enriched groundwater application,
b. location of nitrogen -enriched groundwater application (site, field, or zone #),
c. method of application,
d. weather conditions (sunny, cloudy, raining, etc_),
e_ soil conditions,
f. type of crop or crops to be grown on land application site,
g. volume of nitrogen -enriched groundwater applied in gallons/acre,
h. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings .for
each land application site,
i. annual totals, for each land application site, of plant available nitrogen (PAN) from
the nitrogen -enriched groundwater (lbs/acre), annual totals, for each land application
site, of phosphorus applied from all sources (lbs/acre), fertilizers applied (other than
from the nitrogen -enriched groundwater) (lbs. of PAN/acre), and annual totals, for
each field, of PAN from all sources
j. annual and cumulative pounds/acre of each heavy metal (which shall include, but not
be limited to cadmium, copper, lead, nickel, and zinc).
3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be
conducted on each land application site receiving nitrogen -enriched groundwater in the
respective calendar year and the results maintained on file by the Permittee for a
minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the
following parameters:
Acidity
Calcium
Copper
Magnesium
Base Saturation (by calculation)
Cation Exchange Capacity
Manganese Potassium
Percent Humic Matter Sodium
pH Zinc
Phosphorus
The Standard Soil Fertility Analysis (see above) and an analysis for the following
parameters shall be conducted once prior to permit renewal on soils from each land
application site which has received nitrogen -enriched groundwater during the permit
cycle.
Cadmium
Lead
Nickel
4. A nitrogen -enriched groundwater analysis program will be conducted from the date of
permit issuance by the Permittee and the results maintained on file by the Permittee for a
minimum of five years. The following program shall be conducted:
a. A nitrogen -enriched groundwater field analysis shall be completed every 10 trucks
(50,000 gallons). The analysis shall include the following parameters:
Ammonia -Nitrogen Phosphorus
Nitrate -Nitrite Nitrogen

b. A nitrogen -enriched groundwater laboratory analysis shall be completed every 100
trucks (500,000 gallons). The analysis shall include the following parameters:
Nitrate -Nitrite Nitrogen TKN
Ammonia -Nitrogen
c. A nitrogen -enriched groundwater laboratory analysis shall be completed every 90
days. The analysis shall include the following parameters:
Cadmium
Copper
Lead
pH
Nickel
Phosphorus
Zinc
Plant Available Nitrogen (by' calculation)
Aluminum
Potassium
Sodium
Calcium Magnesium
d. QuarterIy reports shall be submitted to the Water Quality Supervisor of the
Washington Regional Office and shall include all monitoring results within the
quarter. This report shall include but is not limited to the following:
1. The land application sites used for land application per quarter,
2, the amount of nitrogen -enriched groundwater applied per land application site,
3. the nitrogen applied per land application site,
4. the total amount of nitrogen -enriched groundwater recovered,
5, and the total amount of groundwater and nitrogen recovered per year.
e. Once 10 consecutive field tests, supported by 2 laboratory tests, are within a 20%
range, a letter of request for reduced monitoring rates may be submitted to the
Washington Regional Office. When a letter of approval is received, the reduced
monitoring schedule may be used. The reduced monitoring schedule shall, at a
minimum, be a field test every 25 trucks (125,000 gallons).
5. A Toxicity Characteristics Leaching Procedure (TCLP) analysis of the recovered
groundwater in the storage basin shall be conducted by the Permittee once prior to permit
application submittal for reissuance. The TCLP analysis shall include the following
parameters (please note the regulatory level in mglL 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)
Hexachloro-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. Three copies of all required monitoring and reporting requirements as specified in
conditions III 2, III 3, and III 4 (b,c,d) shall be submitted annually on or before March 1
of the following year to the following address:
NC Division of Water Quality
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
7. Noncompliance Notification:
The Permittee shall report by telephone to the Washington Regional Office, telephone
number 919-946-6481, 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 nitrogen -enriched groundwater which is
abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a release of nitrogen -enriched
groundwater to surface waters.
c. Any time that self -monitoring information indicates that the groundwater facility or
land application program has gone out of compliance with the conditions and
limitations of this permit or the parameters on which the system was designed.
d. Any groundwater recovery facility failure, due to known or unknown reasons, that
renders the facility incapable of the facility's intended usage.
e. Any spillage or discharge from a vehicle while transporting nitrogen -enriched
groundwater to the land application site.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within five (5) days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not
recur.
IV. GROUNDWATER REQUIREMENTS
1. Sampling Criteria — Site 11:
a. The Permittee shall maintain the monitoring well system inside the slurry wall by
obtaining water level data from the 45 wells. The Permittee shall develop
groundwater contour map(s) of the system and the map this data as groundwater
contours. This is to be sufficient in aerial extent and density to describe the general
pattern of the water level elevation. The map(s) shall include access and monitoring
points.
b. The Permittee shall submit cross -sectional view maps by using water level data
obtained from wells PO —11, PO-12, PI-2, and PO-236 to depict water levels across
the slurry wall.
c. The data obtained in condition la and lb above is to be gathered every February,
May, August, and November.

d. Three copies of the report of this data are to be submitted to the Division of Water
Quality, Groundwater Section, Washington Regional Office (943 Washington Square
Mall, Washington, NC 27889 on or before the last day of the month following that in
which the data is collected.
2. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A CAC 2L, oun water C assifications and Standards. The Compliance Boundary
for the disposal system individually permitted after December 31, 1983 is established at
either 250 feet from the waste disposal area, or 50 feet within the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106(d)(2).
3. The REVIEW BOUNDARY is established around the disposal systems midway between
the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance
of standards at the Review Boundary shall require action in accordance with 15A NCAC
2L .0106(d)(1).
4. Any additional groundwater quality monitoring inside or outside the slurry wall
containment area (site no. 11), or other land application sites, shall be provided as
deemed necessary by the Division.
V. INSPECTIONS
1. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the groundwater storage, transport, and application facilities.
2. The Permittee or his designee shall inspect the nitrogen -enriched groundwater storage,
transport, and application facilities to prevent malfunctions and deterioration, operator
errors and discharges which may cause or lead to the release of nitrogen -enriched
groundwater 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 Pernnittee 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.
3. 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 land application site or groundwater recovery 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 groundwater recovery facility is constructed
in accordance with the conditions of this permit, the approved plans and specifications,
and other supporting data. 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 nitrogen -enriched
groundwater described in the application and other supporting data.
8

3. This permit is not automatically transferable. In the event that there is a desire for the
groundwater recovery site 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.
4. The sites listed in Attachment A are approved sites for the application of nitrogen -
enriched groundwater from CF Nitrogen, Inc., Tunis, NC site. Should CF Industries, Inc.
wish to modify this list of land application sites, a written formal request shall be
completed and include a soil scientist / agronomist report, Iand owner agreement forms,
location map, topographic map, buffer map, field data sheet and soil analysis report. This
request shall be sent to the Washington Regional Office, Water Quality Section for their
review and approval prior to any land application on the additional sites.
5. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c).
6. The annual administering and compliance fee must be paid by the Permittee within thirty
(30) days after being billed by the Division. Failure to pay the fee accordingly may cause
the Division to initiate action to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4).
7. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
8. In order to extend this Permit, 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 (including groundwater, surface water, sludge,
soil or plant tissue analysis) the Division of Water Quality deems necessary to insure the
protection of the environment and public health.

10. The Permittee shall not land apply" nitrogen -enriched groundwater to a land application
site unless the agreement between the Permittee and the landowner/lessee of the land
application site is in full force and effect. These agreements are considered expired
concurrent with the expiration date of the permit and must be renewed at the same time
the permit is renewed. Should a landowner or lessee terminate its agreement with the
Permittee, the Permittee shall submit a request to the Washington Regional Office, Water
Quality Section to remove the site from the list of sites on Attachment A.
Permit issued this 24' day of January, 2002
NORT OLINA NMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012404
10

notatus te.g. new Net
or existing) Acres Conditio Figure#
n (see
below)

Note: Basis of approval for the indicated field is Condition GW-A and GW-B as follows:
GW-A. These sites are dominated by soils with mean seasonal high water tables greater
than three (3) feet below the land surface. , Application of residuals may occur throughout the
year.
GW-B. These sites are dominated by soils having mean seasonal high water tables between
one and three feet below the land surface. The application of residuals on these sites shall be
prohibited from December through March inclusive. No residuals shall be applied to any site
when the vertical separation between the depth of application and the water table, is less than
three (3) feet. The actual water table depth for seasonally restricted soils must be verified by soil
borings, within 24 hours, prior to any application event (applications are limited to April through
November inclusive). The number of borings advanced shall be sufficient to adequately
characterize water table conditions across the entire proposed application site. Any open borings
must be properly. filled with native soil, prior to application to decrease the chance of any
residuals contaminating the ground water.
17

FIELD — 1
Sl`—
fp
FIGURE 1
1■ : 660'
DNRONMEM SEPAC13
Aug., I M MGMESEW • 7131M
FIELD — 3
SITE 3
Lect�nd
S
Dwelling
Wooded Area
v
Structure (Bam) ---0
DrainagEway
4
Pond ---
Access Road
•
Well
Property Line
x
Buffer Area x x x
Fence
W
Wet Area ®
Hand Auger Bar,
BILLY GILLAM
HERTFORD COUNTY 3
Buffer
Map
i 054-94-173 C.F.I.

FIELD - 1
SITE 4
FIELD - 5
SITE 4
Kl-
FIGURE 3
FIELD — 6
ISITE 4
Legend
IN Dwelling Wooded Area
v Structure (Sam) — -► Drainageway
Q Pond Access Road
Wed Property Une
Ill Buffer Area x x x Fence
W Wet Area ® Hand Auger Boring
WAM1 1R �60'now
THOMAS LEWIS
` HERTFORD COUNTY S.
SMG L - Suffer
ZQR
A�S�V4 1054-94-175 C.F.I.
Aug.,Auk.199d �, . if3fNC

FIGURE 5
FIELD -- 7
SITE 4
1' x 6",
G+-
Aur., 1996
Lined
■ Dwelling §S
v Structure (Barn)
Q
Pond --
•
Weil
!!/
Buffer Area x x x
W
Wet Area
THOMAS LEWIS
HERTFORD COUNTY
1054-94-175 C.F.I.
Wooded Area
Drainageway
Access Road
Property Line
Fence
Hand Auger Boring
bs
Buffer
)ti p

l
I FIELD — 1
SITE 4
FIELD -
SITE 4
Va6",
G �
AuII•, 1996
FIGURE 7
FIELD — 14
FIELD — 11
SITE 4
Legend
■
dwellings
Wooded Area
v
Structure (Barn)
Drainageway
4
Pond —
Access Road
•
Well
Property Line
A/
Buffer Area x x x
Fence
W
Wet Area 0
Hand Auger Boring
THOMAS LEWIS 5
HERTFORD COUNTY t Buffer
�A
IOS4-94-175 C.F.I.
A

� \ FIGURE 9
■
v
Q
•
fA
W
Legend
Dwelling §S
Structure (Bam) --�
Pond well
Buffer Area x x-x
Wet Area
Wooded Area
Drainageway
Access Road
Property Vne `
Fence
Hand Auger Boring

FIGURE it
9
IN
"I�
FIELD — 5
SITE 6
FiEuD G
Legend
■ DwellingWooded Area
v Structure (Barn) ---► Drainageway
V Pond -- Access Road
• Well Property Line
111 Buffer Area x x x Fence
W Wet Area ® Hand Auger Boring
1 • s bbo' PiOEAE MC
STUART PIERCE sA
HERTFORD COUNTY Baff r
PA.
GL wa
sm
Aw`., 1996 P4c� io;�-Qs-��s c_F_�_

FIELD
SITE
FIGURE 13
n
Leoend
Dwelling §�
Structure (Bam) --+
Pond - Well
Buffer Area x-x-x
Wet Area
Wooded Area
Drainageway
Access Road
Property Line
Fence
Hand Auger Boring
STUART PIERCE s G
HERTFORD COUNTY Buffer
p

FIGURE 15
_ O r
G
O � m
.� tr
�S
CV
o`'
G�
7
5R 1100
4E T. Ac ac-,-
o=LMeM
■
Dwelling §5
Wooded Area
©y
Li ,
7
4
Structure (Sam) —
Pond
Drainageway
Acxss Road
0
x
Weil
Buffer Area x-x-x
Property Lint
Fence
W
Wet Area ®
Hand Auger Boring
iALL-
- �'asa' FkIF- Lt> 11 - %-re Go � ►a
SnL RT PIERCE m 5
HERTF RD COUNTY Buffer
*SMkA%M BY-L' [_ REYLSEP 4-10 'a I — 6rLiT To A 7B* G Map
Aug., 1996 1FSM4 1054-44-175 C.F.I.

ZZ
FIELD — 15
SITE 6
Cf�
FIGURE 17
i
11
+
I,
l 11
I
'�3 r� rrf fI 7-4
FIELD — 13
SITE 6
Al
1 10
rr
�r
FIELD — 14
SITE 6
eegend
■ Dwelling ¢S Wooded Area
v Structure (Sam) --► Drainagmay
4 Pond — Access Road I
• Well Property Line
x Butter Area x-x-x Fence
W Wet Area ® Hand Auger Boring
�
HOLM Iq , * 660' STUART PIERCE 1
km BY: HERTFORD COUNTY Buffer
C.L. * NotMap
�A - Aug., 1996 � TF� s IOS4.94-175 C.F.I.

FIGURE 19
••
■ Dwelling §S Wooded ,area
v St udvre (Barn) — Drainageway
Q Pond Access Road
• Well Property Line
x Butter Area x x-x Fence
W Wet Area ® Hand Auger Boring
1' R 660, FKXM NO
STU"T PIERCE A
• 5
HERTFORD COUNTY Buffer
,RAIN��- Sm Map
AT Amg., 1996 DrWEMNG •• TESTP4 I OS4-94-175 C.F.I.

FIGURE 21 N

FIGURE 23
FIELD - 10
I FIELD - 9 \
Access Ii J
`AL / I
FIELD - 8 !
r j
pb FIELD - 6
J
AL ,
SR 1441 A
Access
S GV,
FIELD . 5
Access ,
Co44��gY
� daga p44Y
FIELD - 3
FIELD - 4
'M0 i
rr� �
Lec�1
M Dwelling Ward Arm
sar (Barn) Drmnagn�
Pond, ---- AccezRmd
Weil ---- Pmpc-y ianc
!lp11 Buffer Ar-m X-x-a-a Fmcc
W Wer A� Auger Banns
SCALE: I-'- "a' FIGURENO,
C MCKED BY: J.C. VANS ; B
srTE s • HERTFORD co.
DRAWN BY; -- S&ME 3r1Ter
DATE: Apr-9S JOBNO: ]054.96-624C CFI. IuL-7'nliis. NC !4tap

E
i
FIGURE 25
i
! I7wdling
F"`—+•+ Wooded Anm
1 sv== (B.n,)
_ _ ❑rmnagewar
dPond
---- Ace= Road
• well
--- Property Lc
"I'll $offer Airs
%-x-x-z Fence
W Wn Ara
® Auger Honing
� 13 J.C. EVANS �G"5 D
_ SITE 8 - HERTFORD CO.
ORA" BY- - = S&ME Bu[rer
DATE, AP�96 .. -1-1 ----1.,.1--.— ,-- JOB NO: 105-96-Q4C CFL ina - Tunit. NC M'p

FIGiJRE 27
FIELD - 6
FIEL
FIELD -
I► S==. (sue+)
Peed
s Wcu
rmi/ BuffcrAr
W Wet Arra
Lend
LD-9
4�1
Wooded Arm
Ace= Road
Fmpcny use
Pose
Augcr Baring
c��� CEDRfC PIERCE FIGURE
DPAWNBY: /&Z: - = S&ME SITE 9 - HERTFORD CO- Buffer
n. rr. ....-o■ V1R 1Vn- ] fKAA! 7A(' C'.FZ_ Inc- . T—i. N!' M.p

FIGURE 29
FIELD - 33
2
Lellem
■ Dwdliog fry-+•r
Wooded Area
Strum. (B-M) —
Dr-m�
pond ----
Amcz Road
• Well —
Property Lim
am, Buffer Arm x-x-x-x
F==
"
W Wa Arcm ®
Auger Boring
SCA - I-- caa
t-S&ME
CEDRIC PIERCE
SITE 9 - HERTFORD CO.
FIGURE NO.
s G
B.Erer
M.p
CrtEC= BY:
DRAw;v BY:
JO8 NO: I0S4-96-Q24C CR Inc • Tunis. NC

FIEL
FIELD - 40
FIGURE 31
N
V6
ti
FIELD - 39
Legend
M Dd�,g
fl -rr wooded Ma
A soh-re(Darn)
--- — O`"gcway
bFond
- - - - Atzea Road
0 well
spa' une
X/// Buffs Aro
a-x-x-x Fence
W Wet Area
® Augc Boring
SCALX-' V - 66V
CHEC7® BY:
DRAWN BY: Af-lb1I
CEDRIC PIERCE FIGURE NO.
_= S E s
SITE 9 - HERTFQRO CO. s�rrrs
]f1B NO: 10m-96d24C CFL Iec- -Tunis. NC Map

FIGURE 33
■ Dwelling
Wooded Ares
Smseture(Bnn)
�. Dramageway
6 pond
---- Ac==Poad
• Well
Propercy Line
111111 &dYc Area
z-x-x-x Fence
W Wet Arm
® Auger Baring
SCAIE:I" "0 CEDRIC PIERCE FIGURE NO.
CHECKFD BY: 5
S&MME SITE 9 - iiQK FFQRD CO,
DRAWN BY: �� (< -- '_- Buffer
DATE: Apw98 JOB NO; 1054-96-624C C CFI, Ina - Tunis. NC M'p
..c *ncanr�c ca•r.

-1/
FIELD - 53
FIELD - 52
FIELD - 48
FIGURE 35
NC SO l!
SCALE: I" - SW
BY: BY: DRAWDRAWNG`I�S&ME
FIELD - 50
Legend
S Dwdl'eng
Fr••rt
wooded Mat
strw=urc (aura)
--- —
Drainageway
6 pond
----
Acr Rod
• well
----- —
prapem Urx
dell! buffer Ara
x-x-x-x
Fence
w wet Area
®
Auger Boring
CEDRIC PIERCE
FIGURE NO.
SM
SITE 9 - HERTFORD CO.
Buffer
W112 A'n. TACA oc Zn A!" f"" T.. -'T....:.
VP
blip

j
SR 1312
FIELD - 4
®�bl
FIELD - 5
Access
FIELD - 8
Access
r_�
FIGURE J]
11
NOTE :-
A10 TO
FIELD 11
1 mod/
Legend
■
Dwelling
Arca
Seumae (ham)
--- — DrairLntway
pond
- - - - Access Road
-'
- -
Well
^-- Property Line
_
/!leer
Buffer Area
X.K-x-x pour=
-
_ W
Wa Am
® _ Auger Bang
SCALE i"'ssa
- --
_v. o�, ..�., �, tea., r� �v ro,Nr. -ter
JACK
SITE
DREWRY
10 - HERTFORD CO.
FTGURE NO.
S
Buffer
Map
Ci CXZID BY.SBME
DRAWN BY:
JOHNO:
1054-96l24C M. Fac.-Tanis.NC
DATE_ Apr9if

Property 0
CFl,Ino
-1 I,ii v
FIGURE 39A
Property Owned By
CFI,Inc
ffer
Legenrl
S Dwelling jr"'""n
Wooded Area
'A
stm=rc(Barn) --_ ,
Drainagcway
Pond ----
Amess Road
� Wei
Pmperry Line
ALL WELLS AT THIS SITE ARE MONITORING WELLS /
1!!Il! BufTci Area x-x-x-x
Fcncc
RECOVERY WELLS AND DO NOT REQUIRE BUFFERS
W Wet Arm
Augc Boring
SCALE: 1" — 650'
C.F. INDUSTRIES. INC
FIGURE NO.
s
CHE=D BY:
Bu Fier
ltap
BY:S&ME
JOB NO: I054-96-U4C CFI. Inc. - Tunis. NCDRAWN
Apr-9e

FIGURE 40
a
e— FIELD - 5
HARES MILL POND\
Legend
■
Dwdfmg
Wooded Arra
Smu= n(Ham)
DraimnewxN
6
pond
— - — — Ace=Road
•
Well
— — Pmperry Lint
XX
suffer A a
x-x-x-x Fake
W
Wa Area
® Auger Bong
SCALE: V' TUSCARORA GREENS SITE 12 FTCUR£Af0.
Ctf£[7.' 'D BY: � HERTFORD CO.
}�Y� y,� - Buffer
DRAWN BY: S&ME
DATE: Anr-9E a i(1Q Nll. 1R{w (ac X�A� rVT •__ '_.___ ..� `�__

FIGURE 42
SR 1333
sm=me(Bsm} ---- _ Dmnaycway
Pvud Actor Road
• well Pmpcny Line
U!!!I Buffer Ala x-xa-x Fmce
W Wa Ara 0 Augc Boring
SCALE: I" - 66n' FIGURE NO.
CHECKED BY_ &M
s EROD HOWELL SITE 13 5$
NORTHAMPTON CO.
DRAW"IBY:� Buffer
DATE- Apr-93 a ....�., ... «o, . �� ��. a,-- — .--- JOR NO. 1454-96-624C CE% [nc - Tunis. NC Map

SR 1300
FIGURE 44
41 �
�4A SR1�61
13
FfELfl -1 1
cur �� sus
Lggend
E
Dwelling
tl--+. Wooded Area
AL
Strua:ae (Barn)
e.. _ , Drainag7-zy
Pond
---- Accra Road
Well
----- ---- Properf Line
111111
Buffer An
x-x-x-x Fencc
W
Wet Area
® Auger Baring
SCALE: I- b6Q'
S&ME
ROD HOWELL SITE 13
FICUR£ NO.
sD
CHECKED BY:
DRAWN BY:
NORTHAMPTON CO.
HrdTer
DATE Ap "
_a,
�r�,,,,�« «4,
JOB NO: 1054-96-624C CFI, foa -Tunis. LiC
Map

FIGURE 46
'bb
,
�I f
■ Dwe[iirg
Wooded Area
AL str.—m—) _
Drwnage-zy
Pond ----
Access Road
• Wdl
Pmpeny Lm
III/// Buffer Area x-x-x-z
Fend
W Wet Art* ®
Auger Boncg
SCA��
Frcv xD.
B z
4 ►
S&ME:
ROD HOWELL SITE 13
5
DRAWN BY: fYl EYv1
NOATFfAMPTON CO.
a . ETer
DATA Apr`sa
..� . �.�, r«
JOB NO: 1054-96-624C CFI, Inc--Taais, NC-
m'p

FIGURE 48 .�
a
SCALE: f" — 66Q' �_
CHECKED BY: _ - S&ME
DRAWN BY: fA
DAM Ap�99
�FJELD - 26
Lewd
puellirtg F"�'�*
wooded Area
sm c=. (Barn) --- !
D—nageway
dPw+d '_—_
Acccta)taad
S well — -
Paperty Line
I'll,BafTer Are% z-x-x-x
Fence
W Wet Arm (9
Aagcr Bonag
i
4W ur1SS L+.)4ti eru.� hl%L ne..-�rap Ld—c�
FIGURE NO_
ROD HOWELL SITE 13
SK
NORTHAMPTON CO.
Bxffer
JOB NO: 1053-96Q4C CFi.Inc- -Tnais.NC
Map

FIGURE 50
1
it j
to(
Legend
Dwdr,4
WoodcdA4
A SoucmrcMam)
_ Dmnag--r
POW
---- Accm Road
• W.0
— ---- Pmpem Line
///If/ Boffa Area
x-x-x-x Facet
W Wcc Ana
® Auyc Boring
SCALE: I^ - 660' MURE YQ.
CHECK BY. ROD HOWELL SITE 13 s 3
_ NORTNAMPTON CO,
ORA WH SY: Buff"
DATE: Apr98 _ _ JOB NO. 1054.96.624C M. Inc- -Tunis. NC 'A'p

�!I
FIGURE 52
1WA-1
FIELD - 6
li
FIELD - 5
FIELD - 4
ty
IMMUNE Legend
■ Dw(taing Wooded Ares
so=.(B-M) ___ _ D--S--zy
?and ---- Anzss Road
10 well Prop'Line
xx Buffer Arcs X-X-K-X Fence
W Wet Are* Auger Bonng
SCALE- V CHt BY6;W AW- ELLIOT STEPTHNAEMNSON SITE 15 FGUR6SMENORPTONco.
DRAWNRY.
0-
owfrer
DATE. Apr94 JOB NO: 1054-96-624C CFL Inc- - Tunis, NC 2l.p

FIGURE 54
Lend
DwdGng I--
Wooded Arcs
l Strum (Ban) --- —
D—nagcway
Pond - - - -
Accee Road
Wdl ----
Property Lime
X/ft Buff&Arn x-x-x-x
Fence
W Wet Area ®
Auger Boring
SCA LF-- I"" 6W
_SME
ELLIOT STEPHENSON SITE 15
NORTHAMPTON Co,
S D
CHECKED BY:
DATE: Apn48
f sr,, _ ,,
JOB NO: I054-96-624C CFI, Inc. - Tunis, NC
Msp

NOTICE: ALL GREENS AND SAND TRAPS ARE TO BE BUfFEREp
f'
} o.
X.ft.r

FIGURE 58
�I f
FIELD - 2 Stun. Barr.,
d
t\ x
\ \ Pond'
'C J
d Pond
\ � Y
• M d
�I1 A LJ FIELD - 1 A ✓
x, i
lag 911
X M Access To
SR 1351 Murfreaaboro
Access 1
\ 1
J� \ Overhead
1 Powerlin.
Legend
Dwclling Wooded Area
Suu== (Barn) _ Drainageway
Pond - - - - AcccssRond
- -0 well Property lane
111/11 Suffcr Arta a-x-X-z Fenn
W Wet Area ® Augcr Boring
SCALE- 1"
CFIE=D BY 60, T. W1Ll.[AMS FIGURE NO.
4&DRA1vPl BY: E SfTE 18 - NORTHAMPTON CS&MO, BafTer DATE: Apr-sa _ _ _ _ JOB NO: 105496-Q4C CFI, Inz -Tunis, NC 'S•r

FIGURE 60
FIELD - 9
� ►ti 1
Y-
WOODS
Access
• Access `
� � y
\ ; FIELD - SW
r
= FIELD - 7
f QGD t` L
�\ P&Ha
WOODS
CHFC3t" - 6Gd
CHECKED BY:
DRAWY BY:
DATE. SBME
Apr -se- GC{ - F`arc^-'-
Legend
■ Dwelling .+
Wooded Area
StNGiWT IBdrrl)
D=nageway
Pond - - - -
Access Road
• Well
Proputy Line
11#11 BuffmArca :c-z-x-z
Fence
W Wet Area
Augcr Bonng
NEWSOMEMOODARD
FIGURE CEO.
5 Q
SiTE19 - NORTHAMPTON CO.
Buffer
JOB NO: 1054-96-624C CFI, Inc - Tunia, NC
Map

FIGURE 62 \
i
FIELD - 5E{ /
1
FIELD - 4 61
Access
5 E�
FIELD - 3 EI
Access ���
Access
Access
FIELD - 2.C=l �' I r •���!
q
if DRAINAGE HERE I f'f
No ACCESS 0.CR055 t)P.AI
tl
� u f
FIELD - 161 x n
4
4
4' u
x P� al
,r
r
t� SR 1367.
� 66�
■ +r h ---* wed A.m
Sta=cc(lion) D .age—"
ose �.1 d Pd --- Across Road
■ ■ ■ ■ 4; �3 • Wa — -- Pmpcq Lanz
5 111111 Buffo Aria z-z-x-x Fmm
_ SR 1300 W We Area Augm Bong
SCAL.c- s-- cba NEWSOME1GARRIS FICURENO.
C.-E HEC I-= By_ SITE 19 NORTHAMPTON CO. SA
DRAWN sY_ s ITS
DRAWN
[)A-E- A,99-G;IQa -- _ _ ._��� �_..._..�...._ R�..._ JOB NO: 1054-9"24C CF1.Inc- -Tunis. SIC Ni,p

Railroad
Pendleton, N.C.
N
•
sm(IRno*
NC Hwy 35
FIELD - 3
F'IG111tC 64
� /LEI
FIELD - 4
SR 1356
vp
Conway, N.C. 2 mles
Leoend
0 Dv,41.8 p —
Wooded Area
A suu=tm(Bmn)
DmnaG�y
Pond ....
Access Road
.
• well --^ ^--
Pmprny Line
AIN BuH'c Ana x-x-x-x
Fm=
W Wa Arcs
Auger Bonng
G.E.BiLLY FISHER
FIGURE ND.
C}iECR'EDBY:
53
_
-y
SM 20 - NORTHAMPTON CO.
4RAWti BY:
- - '
�
Burrer
DATE- Apr-9e
r� _ _
JOB NO: ID54-96-624C M.Iac.-Tunis.\C
s�'P

FIELD - 4
FIELD
FIGURE 66
i! 4mompow i Immammmi
i
FIELD - 3
]-5
and
(I— Wooded Arcs
D=aer
- Access Road
--- P-p-Ty Line
Fence
' W- We Area -- ® Av4� Bnnng
Gw f ,a
SCALE: I"- 660`
� _—
l�--S&ME
-X�
_„ __ _ _
C. G. PERRY SITE 21
NORTHAMPTON CO.
FIGURE NO.
51k
B-fTer
CHECKED BY:
DRAWNBY. i= [1/t
DATE- prr ss
JOB NO: 1054-96-624C CFI. Inc. -Tunis. NC

FIGURE 63
Legend
■ Dwelling
Wooded A=r3
S&w=m(Ham) --^ —
Drainapway
Pond - --
Access Road
wdi
Prop m Lane
lltltl Buffer Area x-X•x-z
Fmcc
W Wet Area ®
Auger Haring
SCALE: I"- 6W
= u
_ _= S&ME
.. _ r�,,,�-� _„r .�r-e...r .r ..., �
C. G. PERRY SITE 29
NORTHAMPTON CO.
F{GURENO.
sc
HrIT
Hip
CIMC ED BY:
DRAWN BY- {Ylr= fvl,
DATA Apr-96
JOB NO: I054--9"24C CFL Inc- -Tunis, NC

r�\
FIELD - 22
Legend
Dwdiing Wooded .arm
f AL Saumun(Barn) _ Drainageway
Pond - - -- Access Road
wa Pmpcny Line
Mill Buffer Area z-n-a•z Fence
W Wti Arm ® Avgtx Bonng
SCALF- ` 660' � G. G. PERRY SITE 21 FIGURE NO.
CHEC= BY_ ,�.�_. NORTHAMPTON CO. 5 E
DRAWN EY: fyNE Tvk - - -'" S&ME Buffer
DATE: Apr93 JOB NO: 1054-9&4S24 ' CEL IIIL-Tuais..NC Nap

SR 1333
SCALC. 1" - 660'
CREC= BY:
DRAWN BY:
DATE:
FIGURE 72
■
�1
Hwy 158
SR 1332
,ceesa
Lecend
■ Dwelling j—
Wooded Area
A Sm tc (Barn) --- —
DmAaLc..aY
dPond - - - -
Acccs Road
• well
Prepem Line
MY/ BwTer Arca x-x•c-x
Fence
W Wei Area ®
Auger Bonng
C. STEPHENSON
FIGURE NO_
53
SITE22 - NORTHAMPTON CO.
rrcr
B.S&ME
JOB NO: 1054-46.624C CFI. Inc -Tunis. !IC
Nizp

FIGURE 74
591439 Caw Bd-
L LL.L-Ld - 4
Legend'
Dwelling N/'-Ik Wooded Airm
A
suu=,e (B.) Dr-inag—ay
C�D
Pond Ace= Road
Well Property Line
fifflil
Buffer Area x-x-x Fmcc
W
Wet Aria (3 Hand Auger Boring
SCALE: 1" 660'
JOHNNY POWELL
HERTFORD COUNTY
BUFFER
CHECKED BY.
WQ 0012404
DRAWN BY.
CGL
VOIRONMEMAI, SERNACES - ENCANEERING - IESliNC
-*SJME
)ATF-1 mar-99 I
"NO.
I D40-98-044 CF INDUSTRIES, INC.

0
FIGURE 76
curb
� Sid
S
fiT
y
''u r
z
i
i
NOTE: Proper access must be provided for this field
before application event can occur.
Legend' i
® Dweiiing Pvr-UL Wooded .Area
Suumrc ($am) Drainage—y
t
Pond Acc= Road ;
• Well "-` Prop -my fine
WIN/ Suffer Area x-x-x Fence
W Wet Area Hand Auger Boring
SCALE1 =660'
SMEHERTFORD
JOHNNY ROWELL
COUNTY
BUFFER `
aiecxEDBY: DPW
-- ,_
WQ 6012404
MAP
DRAWN BY_ CGL
CNM7R0NNEN7AL seRMCcs - ENpNCEMNG - TES71NC
G I
DATE: Mar-99
JOB NO. 1040-98-044 CF INDUSTRIES, INC.

N
of
ti
cc
to
FIGURE 78
■
DwcUmg
Al% r Wooded Area
A
Siruc=e (Barn)
---- Drainageway
Pond
= Access Road
it
Wcp
"�� Property Lune
lull!! Buffer Area
x-x-x Fence
W
Wei Area
Q Hand Auger 8
SCALE V• 660' JOHNNY POWELL
CHECKEABy. ;4/ HERTFORD COUNTY BUFFER
PRAWN By: CGL SMEWQ 0012404 MAP
PATS Mar-99 EwARDNNENaAL SERVICES-EFIDNEVaNC • TCSrINC JOB NO. lD40-98-D44 CF INDUSTRIES, INC. E

FIGURE gp
FIELD - 10
�TA-i 10+.1
■
Dwelling lV 1A Wooded Anew
A
stm== (Bm) - - Drauiageway
'
tD
Pond Access Road
Weil — — — Proparr Line
E
II!!Il!
Buffer Area x-x-x Fence
W
Wet Arm Hand Auger Boring
•KALE: I"=660'
JOHNNYPOWELL
:HcCKEDBY:
HERTFORD COUNTY
BUFFER
DRAWN BY: CGL
=:=:=Sara
WQ 0012404
MAp
DAia Mar-99
(NV RONMENTAL 5ERMCES • ENQNEERNC • TESTiNC
JOB NO,
104D-9&-D44 CF INDUSTRIES, INC.

FIGURE 82
7
_Y
a
Y00
ti
i� HELD - 12 ' �\
i'
1j
J
Legead
Dwrl3mg NA_1& Wooded Ara
• 5[ =.. (Barn) Drama$cuay
Pond Access Road
WeU Property line
Illllll Buffer Area x-x-x Fence
W Wet Area Hand Aupr Boring
5.ALE j^=66o, JOHNNYPOWELL
CHECKED 6Y: _ SMEHERTFORD COUNTY BUFFER
DRAWN BY: CGL _ _ WQ D012404 1Vi..aF
DATE: Mar-99 [,NMRONNtMTAL SERVICES • [NONEER+NC - TCSTING JOB NO, 1040-98-0" Cr INDUSTRIES, INC_

FIGURE 84
le
SITE 6
Legend -
Dwelling A/'IA Wooded Arca
AL
Strucaire (Barn) D r-inageway
Pond Acaes Road
Wen --- Property Lino
1111111
Buffer Area x-x-x Fence
W
Wet Area Hand Auger Baring
ALF-, 1.=660'
-
JOHNNY POWELL
HERTFORD COUNTY
BUFFER
CHECKED BY: RpnI
DRAWN BY: CGL
- -=S&FM
WQ 00124M
M"
ENVIRONNENIAt 5ERNCES-ENONEMNC-1ES1ING
K
DATE Mar-99
JOB NO_ 1D4I1-98-044 CF INDUSTRIES, INC.
I
I

FIGURE $S
N
Legend
■
Dwelling
il./'-I/L Wooded Arm
•
structure (Bam)
Drainage%vay
CO
Pond
— A=m Read
a
Well
Property Line
1111l/1 Buffer Area
%-s-s Fence
W
Wet.Azea
66 Hand Augcr B
1" = 660' CHESTER POWELL
DBY: CGL *S&
ME HERTFORD COUNTY
BY: CSC WQ 0012404
Aug. -01 iN%4RUNMENIAL SERVICES •ENCINCERINC • TESTING Joe Ho. 1040-96-044 CF INDUSTRIES, INC.
BUFFER
MAP
G

I" = 660'
a BY: CGL _ S&ME
BY: CSC =
Aug. -01 ENVI✓UNMtNIAT SERMCES-ENGINC;KrMG • TE511NG
FIGURE 90
Legend
IN
Dwelling
A/ A WoodedArea
A
Structure (Barn) Drainagew-ay
Pond
--_ _ .access Road
Well
Property Line
IIIIN!
Bu1i-er Area
a-x-x Fence
W
Wet Area
(9 Hand Auger Boring
CHESTER POWELL
HERTFORD COUNTY
1S'Q 0012404
Jos NO. 1040-98-044 CF INDUSTRIES, INC-
BUFFERMAP
F-

FIGURE 92
■
Legend
Dwelling
/V-A Wooded Area
structure (am)
- — Drainageway
Pond
Access Road
Well
pmert, Line
llllll! Buffer Area
x a-x Fence
W
Wet Area
R Hand Auger Boring
SCALE: 1-=660'
*S&ME
CNNltprwfsVlAL SiRVICES • ENONE?RING • 755nNC
TOMMY CASTELOW-:: SITE 25
HERTFORD COUNTY
WQ 0012404
BUFFER
p
CHECKED BY; CGL
DRAWN BY. CSC
DATE. Aug. - 01
JOBND. 1040-9&4A4 CF INDUSTRIES, INC.

FIGURE 94
Legend
■
Dwelling M to Wooded Area
•
structure (Bam) ---- Drainageway
Pond Acres Road
Well Property Line
!//////
Buffer Arca x-x-x Fence
-
W
Wet Area Hand Auger Boring
660'
SMEHERTFORD
TOMMY CASTELOW : SITE 25
COUNTY
BUFFER
CHECKED Sr. C ,L
DRAWN BY: CSC
.==-
WQ 0012404
MAP
DATE Aug - 01
ENMRONMENIAL SERVICES - ENWNEERING • TESTING
JOB Na.
1040-98-044 CF INDUSTRIES, INC.

Nn