WQ0008195_Final Permit_19991217

r'
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
December 17, 1999
Mr. William Toman, President
Agri -South Biosolid Services, Inc.
608 Dunn Road
Fayetteville, NC 28301
/ffl•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0008195
Agri -South Biosolid Services, Inc.
Land Application of Wastewater Residuals
Caswell County
Dear Mr. Toman:
In accordance with your application received on November 22, 1999, we are forwarding herewith Permit
No. WQ0008195, dated December 17, 1999, to Agri -South Biosolid Services, Inc. for the operation of a wastewater
residuals land application program. This permit is being issued as the result of the transfer of ownership of the
property from Advanced Waste Management Services, Inc. to Agri -South Biosolid Services, Inc.
This permit shall be effective from the date of issuance until February 28, 2004, shall void Permit No.
W00008195 issued March 30, 1999, 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, 6714 Mail Service Center, Raleigh, North Carolina 27699-
6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter,
extension 524.
cc: Caswell County Health Department
Winston-Salem Regional Office, Water Quality Section
Winston-Salem Regional Office, Groundwater Section
Groundwater Section, Central Office
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
Kristin`Mi'gttez at [phone]
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

,
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
Agri -South Biosolid Services, Inc.
Caswell County
FOR THE
operation of a wastewater residuals land application program consisting of the application of 6;000 dry tons per
year of residuals from sources listed in Condition Il 5, to approximately 2253.1 acres of land in Caswell and Person
Counties with no discharge of wastes to the surface waters, pursuant to the application received on November 22,
1999 and in conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 28, 2004, shall void Permit No.
W00008195 issued March 30, 1999, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
1. 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.
2. 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.
3. 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.
4. 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).
5. 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 followinf
buffer zones shall be maintained:

II.
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 H impounded reservoir used as a source of drinking water for both methods,
d) 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters
and any other lake or impoundment for surface application,
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.
6. 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.
Specific residual application area boundaries shall be clearly marked on each site prior to and during
application.
S. No residuals at any time shall be stored at any application site, unless approval has been requested and
obtained from the Division.
9. Maximum slope for residual application shall be 10% for surface application and 18% for subsurface
applications.
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 H 4, shall be maintained in accordance with the crop
management plan outlined by the local Extension Office, the Department of Agriculture, the Natural
Resource Conservation Service, or other agronomist, and approved by this Division.
3. An acceptable pH must be maintained in the soil, residual and lime mixture, greater than 6.0, on all
land application sites to insure optimum yield for the crop(s) specified below. The agronomist shall
provide information on the pH best suited for the specified crop and the soil type.
4. The application rates shall not exceed the following for the specified crops:
Crop PAN (lb./acre/yr.) Cron PAN (1bJacre/vr )
Alfalfa
200
Forest (Hardwood & Softwood)
75
Bermuda Grass (Hay, Pasture)
220
Milo
100
Blue Grass
120
Small Grain (Wheat, barley, oats)
100
Com (Grain)
160
Sorghum, Sudex (Pasture)
180
Corn (Silage)
200
Sorghum, Sudex (Silage)
220
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, & Rye Grass
200

5.
C -I
If the approved land application sites are to be double cropped (i.e., a crop in the spring and a secohd
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.
No residuals other than the following are hereby approved for land application in accordance with this
permit:
Permit Volume
Source County Number (dry tons/vear)
Masonite Wastewater Treatment Plant Pittsylvania, VA N/A 6,000
The lifetime heavy metal loadings (lbs./acre) shall not exceed the following for the corresponding
Cation Exchange Capacities (CEC):
Parameter
CEC < 5
CEC 5 to 15
CEC > 15
Lead
500
1000
2000
Zinc
250
500
1000
Copper
125
250
500
Nickel
125
250
500
Cadmium
4.5
9
18
7. Upon classification of the facility by the Water Pollution Control System Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified land application/residuals operator to
be in responsible charge (ORC) of the land application program. The operator must hold a certificate
of the type classification assigned to the land application program by the WPCSOCC. The Permittee
must also employ a certified back-up operator of the appropriate type to comply with the conditions of
15A NCAC 8A.0202.
8. Adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
9. Surface applied residuals will be plowed or disced within twenty-four (24) hours after application on
lands with no cover crop established.
10. For areas that are prone to flooding or within the 100 -year flood elevation, residuals may be applied
only during periods of dry weather. The residuals must be incorporated into the soil within twenty-four
(24) hours after application.
11. Appropriate measures must be taken to control public access to the land application sites during active
site use and for the 12 -month period following the last residual application event. Such controls may
include the posting of signs indicating the activities being conducted at each site.
12. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
pollutants from the residuals application area onto the adjacent property or into any surface waters.
13. Residuals shall not be applied in inclement weather or until 24 hours following a rainfall event of 1/2 -
inch or greater in 24 hours. Any emergency residuals disposal measures must first be approved by the
Division.
14. Residuals shall not be applied to any land application site that is flooded, frozen or snow-covered.
15. Residuals shall not be applied at rates greater than agronomic rates, unless authorized by the Division

16. 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.
17. 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.
18. Food crops with harvested parts that touch the residuallsoil mixture and are totally above the land
surface (ex. tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14 months after
residuals application.
19. 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.
20. 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.
21. 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
Any monitoring (including groundwater, surface water, residuals, soil, or plant tissue analyses) deemed
necessary by the Division to insure protection of the environment will be established and an acceptable
sampling and reporting schedule shall be followed.
2. Proper records shall be maintained by the Permittee tracking all application activities. These records
shall include, but are not necessarily limited to the following information:
a. source of residuals
b. date of residual application
c. location of residual application (site, field, or zone #)
d. method of application
e. weather conditions (sunny, cloudy, raining, etc.)
f. soil conditions
g. type of crop or crops to be grown on field
h. volume of residuals applied in gallons/acre, dry tons/acre or kilograms/hectare
i. annual and cumulative totals of dry tons/acre of residuals, annual and cumulative pounds/acre
of each heavy metal (which shall include, but not be limited to arsenic, cadmium, copper, lead,
mercury, molybdenum, nickel, selenium and zinc), annual pounds/acre of plant available
nitrogen (PAN), and annual pounds/acre of phosphorus applied to each field.

3. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be conducted on each site
receiving residuals in the respective calendar year and the results maintained on file by the Permittee
for a minimum of five years.
The Standard Soil Fertility Analysis shall include, but is not necessarily limited to, the following
parameters:
Acidity Manganese Potassium
Calcium Percent Humic Matter Sodium
Copper pH Zinc
Magnesium Phosphorus Base Saturation (by calculation)
Cation Exchange Capacity
4. A residuals analysis 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:
Cadmium Copper Lead
Nickel Zinc Aluminum
Ammonia -Nitrogen Nitrate -Nitrite Nitrogen % Total Solids
pH Phosphorus
Potassium TKN
Plant Available Nitrogen (by calculation)
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)
Barium (100.0)
Benzene (0.5)
Cadmium (1.0)
Carbon tetrachloride (0.5)
Chlordane (0.03)
Chlorobenzene (100.0)
Chloroform (6.0)
Chromium (5.0)
o-Cresol(200.0)
m-Cresol(200.0)
p-Cresol(200.0)
Cresol (200.0)
2,4-D (10.0)
1,4 -Dichlorobenzene (7.5)
1,2-Dichloroethane (0.5)
1,1-Dichloroethylene (0.7)
2,4-Dinitrotoluene (0.13)
Endrin (0.02)
Heptachlor (and its hydroxide) (0.008)
Hexachlorobenzene (0.13)
Hexachloro-1,3-butadiene (0.5)
Hexachloroethane (3.0)
Lead (5.0)
Lindane (0.4)
Mercury (0.2)
Methoxychlor (10.0)
Methyl ethyl ketone (200.0)
Nitrobenzene (2.0)
Pentachlorophenol (100.0)
Pyridine (5.0)
Selenium (1.0)
Silver (5.0)
Tetrachloroethylene (0.7)
Toxaphene (0.5)
Trichloroethylene (0.5) ,
2,4,5 -Trichlorophenol (400.0)
2,4,6 -Trichlorophenol (2.0)
2,4,5 -TP (Silvex) (1.0)
Vinyl chloride (0.2)
6. Three copies of all required monitoring and reporting requirements as specified in conditions 111 1, 11I
2, 1113, 1114, and 1115 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/Bnforcement Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

IV.
7. Noncompliance Notification:
The Permittee shall report by telephone to the Winston-Salem Regional Office, telephone number (336)
771-4600 for the sites located in Caswell County, OR the Raleigh Regional Office, telephone number
[phone], for the sites located in Person County, 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.
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system
constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area,
or (2) 50 feet within the property boundary, whichever is closest to the waste disposal area. An
exceedance of Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
immediate remediation action in addition to the penalty provisions applicable under General Statute
143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal
systems midway between the Compliance Boundary and the perimeter of the waste disposal area. Any
exceedance of standards at the Review Boundary shall require remediation action on the part of the
permittee.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
3. No land application of waste activities shall be undertaken when the seasonal high water table is less
than three feet below land surface.

V.
The Permittee or his designee shall inspect the residuals storage, transport, and application facilities to.
prevent malfunctions and deterioration, operator errors and discharges which may cause or lead to the
release of wastes to the environment, a threat to human health, or a nuisance. The Permittee shall
maintain an inspection log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of five years from the date of the
inspection and shall be made available to the Division or other permitting authority, upon request.
2. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the application site or
facility at any reasonable time for the purpose of determining compliance with this permit; may inspect
or copy any records that must be kept under the terms and conditions of this permit; and may obtain
samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
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 accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
4. The following are approved sites for residuals application (see attached map[s]):
OWNER/OPERATOR
TRACT
FIELD NO.
NET Ac.
MAC BALDWIN
T-1913
3
13.9
MAC BALDWIN
T-1913
6
8.7
MAC BALDWIN
T-1913
8
6.4
MAC BALDWIN
T-1913
9
26.3
MAC BALDWIN
T-1913
10
14.1
MAC BALDWIN
T-1913
17
21.5
MAC BALDWIN
T-1913
20
15.3
MAC BALDWIN
T-2501
1
92.0
MAC BALDWIN
T-2501
2
10.3
MAC BALDWIN
T-2501
3
15.8
MAC BALDWIN
T-2501
4
15.4
MAC BALDWIN
T-2501
4A
4.18
MAC BALDWIN
T-2501
5'
10.2
f►]

OWNER/OPERATOR
TRACT
FIELD NO.
NET Ac.
BILL BARKER
T-561
1
27.4
BU -L BARKER (Person Co.)
T-1326
1-2
17.5
BILL BARKER (Person Co.)
T-1326
3-7
11.3
BILL BARKER (Person Co.)
T-1326
1-A
17.6
BILL BARKER (Person Co.)
T-3537
1
30.6
BILL BARKER (Person Co.)
T-3537
2
66.7
T. GRAHAM BROADWELL
T-1754
1-2
7.3
T. GRAHAM BROADWELL
T-1754
3-4
28.5
T. GRAHAM BROADWELL
T-1756
1
4.1
T. GRAHAM BROADWELL
T-1756
2
13.5
T. GRAHAM BROADWELL
T-1756
5
1.81
T. GRAHAM BROADWELL
T-1756
7-8-9
10.1
T. GRAHAM BROADWELL
T-2889
1
31.2
TUGWELIJCHAPMAN
T-2548
1
29.9
TUGWELL/CHAPMAN
T-2548
2
8.7
TUGWELUCHAPMAN
T-2548
3
4.0
TUGWELL/CHAPMAN
T-2548
4
3.1
TUGWELL/CHAPMAN
T-2548
5
17.5
TUGWELUCHAPMAN
T-2548
8
9.9
TUGWELUCHAPMAN
T-2452
1
65.4
TUGWELUCHAPMAN
T-2452
2 `
4.95
TUGWELIJCHAPMAN
T-2452
3 `
15.19
TUGWELL/CHAPMAN
T-2452
4`
22.93
BILL TURNER
T-794
1
5.6
BILL TURNER
T-794
2
2.2
BILL TURNER
T-794
4
16.4
BILL TURNER
T-794
5 `
11.4
BILL TURNER
T-794
6
34.6
BILL TURNER
T-810
1
4.0
BILL TURNER
T-810
2
6.9
BILL TURNER
T-810
3
12.8
BILL TURNER
T-810
4
12.7
BILL TURNER
T-810
5
14.0
BILL TURNER
T-810
10
24.1
BILL TURNER
T-810
11
20.4
HESTER VERNON
T-530
5
28.1
HESTER VERNON
T-530
20
45.5
HESTER VERNON
T-530
21
25.0
BILL WHITE
T-778
2
15.3
BILL WHITE
T-778
6`
45.5
BILL WHITE
T-770
1
28.4
BILL WHITE
T-770
4
7.6
BILL WHITE
T-2888
1 `
8.2
BILL WHITE
T-2888
2
22.4
BILL WHITE
T-2888
3
10.6
BILL WHITE
T-2888
4
9.9

OWNER/OPERATOR
TRACT
FIELD NO.
NET Ac.
IRWIN JEFFRESS
T-2362
1A
11.9
IRWIN JEFFRESS
T-2362
3
6.4
IRWIN JEFFRESS
T-2362
7
12.9
IRWIN JEFFRESS
T-2362
8
12.2
GORDON SATTERFIELD
T-2362
1
14.8
GORDON SATTERFIELD
T-2362
6
24.5
GORDON SATTERFIELD
T-2362
9
13.5
JAMES PAINTER
T-2488
1
6.2
JAMES PAINTER
T-2488
5A
34.3
JAMES PAINTER
T-2488
5
26.1
JAMES PAINTER
T-2488
6
7.1
JAMES PAINTER
T-2488
7
4.3
JAMES PAINTER
T-2488
10
9.9
JAMES PAINTER
T-2488
11
47.6
MARTIN SCOTT
T-1048
1
24.8
JOHN.& MARC THOMAS
T-527
1
17.5
JOHN & MARC THOMAS
T-527
2
7.2
JOHN & MARC THOMAS
T-496
1
25.7
JOHN & MARC THOMAS
T-496
2
18.8
JOHN & MARC THOMAS
T-496
3
18.4
JOHN & MARC THOMAS
T-496
4
11.9
JOHN & MARC THOMAS
T-496
5
46.1
MAC BALDWIN
T - 1914
4
9.25
MAC BALDWIN
T - 2462
1
5.47
MAC BALDWIN
T - 2462
2`
9.00
MAC BALDWIN
T - 2462
3 `
2.73
MAC BALDWIN
T - 3277
1 `
10.30
MAC BALDWIN
T - 3277
2
6.99
LARRY BURNETT
T - 3412
2`
96.62
DOUGLAS BUTTS
T - 1076
1
19.40
TUGWELL/CHAPMAN
T-1912
8
5.70
TUGWELL/CHAPMAN
T-1912
9`
12.30
TUGWELL/CHAPMAN
T-1912
11
10.70
TUGWELL/CHAPMAN
T-1912
14
10.20
BONNIE CRISPIN
T-1700
1
3.10
BONNIE CRISPIN
T-1700
2
13.84
BONNIE CRISPIN
T-1700
3
1.45
BONNIE CRISPIN
T-1700
4
7.13
BONNIE CRISPIN
T-1700
5
7.40
BONNIE CRISPIN
T-1700
6
7.08
BONNIE CRISPIN
T-1700
7`
5.06
S. H. CRUMPTON
T - 3695
1
4.80
S. H. CRUMPTON
T - 3695
2
15.05
S. H. CRUMPTON
T - 3695
3
44.65
S. H. CRUMPTON
T - 3695
4
5.74
S. H. CRUMPTON
T - 3695
5
9.30

OWNER(OPERATOR
TRACT JI
FIELD NO.
NET Ac.
JAMES GILLIAM
T - 1084
1
25.26
WAYNE HODGES
T - 1385
6
18.60
WAYNE HODGES
T - 1393
6
3.10
WAYNE HODGES
T - 1491
1
8.90
WAYNE HODGES
T - 1491
2
1.85
ANDY LOFTIS
T-3263
1
5.42
ANDY LOFTIS
T-3263
2 `
14.72
ANDY LOFTIS
T-3263
3
25.42
BERNIE PRYOR
T-193
1
10.54
BERNIE PRYOR
T-193
2
14.73
BERNIE PRYOR
T-206
3
4.65
MARTIN SCOTT
T - 464
1
17.02
MARTIN SCOTT
T - 464
2
3.00
MARTIN SCOTT
T - 464
3
2.16
JACK STRADER
T-862
1
6.67
JACK STRADER
T-970
1
13.81
RESTER VERNON
T - 543
1
8.23
HESTER VERNON
T - 543
2
8.52
HESTER VERNON
T - 543
3
3.89
HESTER VERNON
T - 1404
1
2.48
HESTER VERNON
T - 1404
2
10.08
HESTER VERNON
T - 1404
3
23.26
HESTER VERNON
T - 1470
1
7.74
RESTER VERNON
T - 1470
2
15.93
RESTER VERNON
T - 1470
3
16.19
RESTER VERNON
T - 2757
1
2.50
HESTER VERNON
T - 2757
2
5.09
HESTER VERNON
T-2983
1
15.96
HESTER VERNON
T-2983
2
4.25
HESTER VERNON.
T-2983
3
5.89
HESTER VERNON
T-2983
4
4.18
RESTER VERNON
T-2983
5
5.55
JANE WHITE
T - 8795
1
17.74
JANE WHITE
T - 8795
2
12.04
JANE WHITE
T - 8795
3 `
30.52
JANE WHITE
T - 8795
5 `
36.61
Total Acres in Caswell County
2134.68
Total Acres in Person County
143.70
TOTAL ACRES
2278.38
A stable vegetative cover shall be established on this site prior to any residual application. In
addition, a section of the drainage area buffer shall be extended to include an eroded area. This area
shall be included in the buffers for this site.
n These fields shall receive residuals at half the agronomic rate due to either excessive slopes, shallow
soils, or an existing pond on the application site.
10

A buffer area of 25 feet shall be included around the rock outcrop located on this site.
d The western section of the swale located on this field shall be included in the buffers for this site.
This land application site is partially covered in soils having a seasonal high water table at depths
ranging from zero to three feet below land surface. No residuals shall be applied to this field during
the period from November through April, inclusive, unless angering on the site verifies that the
apparent water table is greater than three feet below land surface.
5. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A
to 143-215.6C.
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).
The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions and
limitations as it may deem appropriate.
9. This permit may be modified, or revoked and reissued to incorporate any conditions, limitations and
monitoring requirements the Division deems necessary in order to adequately protect the environment
and public health.
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, seventeenth day of December, 1999
NORTH
MANAGEMENT COMMISSION
?'Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00008195
11

it
JIM
vu
If I
YANCEMW
Tra -2501
SWELL GAM CL- -
tL'Field 4A
LAND
/im
0
TZ:
7
Im
F
Al
rl It
�l L
47
;Al
= t
sc��-- Mac Ba]dMn FZLRE NO.
CHEMCED BY: Ono T - 2501 1
DR,AIWN BY. she
DAM fyLlsrvL SatimiE JOB NO. 1585-93-013 MASONrr-:
.Aug. - 198

= 660'
bame T-2501
t1.
'9$ ENNRpNMENILL RRVInS •ENGINEERING • iE511NL JOB NO. 1535.93.013 MASONITE
RGURE
3
FSA
Map

FIELD 2
1 1
�
FIELD
3
Q©
. �
r
FIELD — 5
i
1�
FIELD — 4
FIELD - 4
A
Legend
a
Dwelling
Wooded Area
NOTE: Fields I, 2, 3, 4, and 5 have been previously
V
Q
Structure (Barn)~_
Dtainage`vay
ReadProperty
permitted. Field 4A is currently being cleared and
Fond
W�0
Ams
procty Line
will be established with a mixture of crabgrass and
x
gafferArea X -x -x
Fangx
ryegtass by the Fall of 1998.
W
WetArea ®
Mand Auger Ba'c g
1• = 660'
*S&ME
ENMRONMENtALSCRVICCS ENgNEiRINe•TESTNC
Mac Baldwin Farms
T- 2501
RWRE No.
5
Buffer
Map
CN Br:
M
�RAwN BY: 1='l
n ert
DATE Aug. -'98
OB NO. 1533-93-013 MASONIC

e
m
Vr
tires;
1_ :; {'ter ,,� ,�—; y dA n jj��l'•
USGS QUAD YANCEYVILLE, NC.; CONTOUR INTERVAL = 20'
T. Graham Broadwell Farm
:AMSBr: 2t3 S&ME T-1756 2
7RnwN 6Y: MTopo
szm- Aug. -'98 ENNRONMENIA SERVICES-ENONEMNC-7ESRN(i OB No. 1588-93-013 MASm`nrE Map

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• j� w+AaJ �
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y .• � � I1 ild' - Y �
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T - 1756 4
oRay.+.•sY: MF MRCS
wTEDB NG' 158&93-013 MASONRE Ma
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T- 2452 i
CEiANT BY: rA F , _- S11C
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SCALE:
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SCALE: 1"=660' Arty Chapman Farts IIGURE NO.
CRAM B _: /b ...
S&MR T - 2452 3
DATE er5� FSA
DATE Aug. -'98 ENMRO MENY4l SERwErS • ENOWMNC • YESUNC os NO. 1588-93-013 t,AA$OMTE M2p

:.C='• '1\ ^ •� 7 -01 � ( �- ref Tlw�Et'" ..
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°R"WN W" BY. Mc E•N FSA
bRTc may, -99 CNMRprRiEMRL SER:nCES • Er+pREERn+C • lEStiNG °B t1O' 1568-93-013 MASONrrE Map

. N
1
FIELD - 04 �\
Adjacent property permitted 1
Q • C
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u
0
0
v
O
ecend
= Dwelling §S Wooded Area
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D Pond = Access Road
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CREO 1"=66D' S&ME
Mac1914Baldwin Fh U5 NO.
cN=c� BY: � T - 1914 5
DRAWN BY: Buffer
DA Aug -98 ENNRONMENIAL SERMI"ES • ENGINUi NG • IESIINu ,O6 N0 1588"93-013 MASONlTF Map

N
L .
2. -so- =�!'. �„�'��—.__ _ -:__ '� . .-%�, :'• �-�n-e � _ �!.
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USGS QUAD RIDGEVILLE, NC.; CONTOUR INTERVAL =10'
= 7•=Z000•*S&PAE
Mac TR T-246 Farms
2
T - 2462 2
�RnwN ev: 5M Topo
D.S_ Aug. -98 ENNRWNFM,µ SCRviCEb • ENGINE'cPoND • lE6TNG OB No. 1588-93-013 MASOWTEE Map

,p
FIELD - 01
fl
Griers Church Road i
FIELD - 02
FIELD - 03
/OM ..._!
r,
a°O
C
Legend
■ DNeMng Wooded Area
v Structure (Bam) --. Dainageway
Q pond o Access Rcad
• Wel Property Line
x Buffer Arae X -z x Fence
W Wet Area ® Hand Auger Swing
sr; - 1'=660' Mac Baldwin Farms FlGLf No,
DN=_M B BY: 2T� SME T - 2462 5
DRAWN BY: (1n�Ldi
r V ufrer
OATS OB NO.
Aug. -'98 ENNRDNMENTA� SERVICES • ENONEERINC • TESTNC 1588-93-013 MASONITE Map

�J: •: <- •n -a _' �^ ` \/ 291
00
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USGS QUAD ANDERSON, NC.; CONTOUR INTERVAL = 20'
I =z000 � SME
Mac Ba- 3277 arms T - 3277 2
�w,wN er: m Topo
aTr Aug. -'98 ENNRWMEMA SPM=S- ENPNEERINC•IESMNC OB NO. 1588-ro-01$ MASONRE Map

N
I q 1
® Mary Jane Bigelow Road t
FIELD - Ol
„ a
SEEMED
'r
FIELD - 02
n /
=6bo^• SME
AC.-EBO ENNRWNENIA YRNCES- ENO -CERN -C• TSIWC
v=—
■
Dwemng
Wooded area
v
Struz:rre (Bam) —
Drairageway
Q
Pond =
Acxss Road
•
wag
Property Line
x
Buffer Area a x x
Fan=
W
Wat Area ®
Hand Auger Sorin
Mac Baldwin Farms
FIGURE
T - 3277
5
Buffer
Map
1588-93-013 MASONITE

_ 1\ N
yqf'
. - _ cam_'-_� _��` � 6'' .7 t„'s-, ✓%' Jl„a : � t
379
-- - � ��5„�.. � _ n �^ is _ �" �- - "/� � �—i � —• �.
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37
;FIELD 02
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fJ7
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USGS QUAD MILTON, NC - VA.; CONTOUR INTERVAL =10'
SCALL V -20W LarryBumettFarm ��uzNa
;Nc01L)u1�i S&ME T -3412 T
ORl.Nh BY:: -01 5ryi TOpO
3/+IE .Sept --•98 ENNRONYENTLL WW=S• ENdNCERIHC •IESTNC N�' 1566.93-073 i�CJ�!`i� Map

NCWRC Boat Landing
i�
@® FIELD - 01
"1 FIELD - 02
Go
Qy
Access -- .
_
616 E
RYM
E
tsaimSept.-'98 TSTNG
z
PL
II Lecend
I■ c-+-9 it
wooded A ,
v su„ !tmm (awn) —+
DM -2& --TY
G Pend =
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Prosy Line
m Buffer Ara Y -z
Fs s
w WdAnm ®
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Larry Burnett Farm
Flcuz
T - 3412
I
5
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1588-93-013 MASONITc
Map

i
m
]Y
�fn
Ifs•
N
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AME
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r -2 tvl;laSMEDouglas M. Butts Farm FlvURE N0.
c"_-'�DE* � T-1076 1 ,
3F.wR 9T: M site
'SATE SepL -'98 ENNR0NNENTK SERMCCS • ENONEERINC • MSTNC of No. 15BB-93-013 MASONITE Map

1
"If,57
II
t 660' Douglas M. Butts Farts FIGURE NO.
Or-cKED 9Y: &MET - 1076 3
DRAWN BY: IyT� _
DAM Sept -/''98` ENNRCNUCNTAL SERV =S • ENONEMNC • TESTNC JOB ND' 1588-93-0113 MASONITE Map

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s
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Tugwell/Chapman FIGURE NO.
T-1912 i
DRAWNB S&ME
DRAWN BY: �' S1LG
DAiE JOB NO. � /�
Au& -99 ENNRONYENIAL SERMiES- ENGINEEMNG -1ESl�NO �SBB-9M13 MASONITc Map

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ELATE Aug. -'96 FNNRLINMENl4 SERN"_CS • ENCJNECRING • TESTING N� 15BB-C3-0�.3 MASONI i E Map

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USGS QUAD RNGGOLD, VA.NC.; CONTOUR INTERVAL
1'-2000' Hester Vemon Farm �URS N'
CHECKED T - 2757 2
Topo
DRAWN BY. *SommE
YnSy"- Miffs
AU& - '99 MASONITE Map
DATE CES - �MMEERINC - I —L]

■
0
River Zion Church
T
■
N
b /0
> Creek
Legend
■ ung wooded Area
V Stuerue(Barn) Dra=gs
G Pond Aces Road
• wed —Line
x Buffer Anna x -x -x F�
W Wet Arm ® Hand Auger Boring
FIELD - 01
FIELD - 02
ZWOOOM
Blanch Road
AL
Blanch Baptiste
Church
u
U
A !�
v
8
k—� Access to Field 2
s A 1•=s6o'
- _ S&ME
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s
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DATE:A g.-9$
Joallo. 156893-013 MASONME

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S.-1"
..Y_ 660' Hester Vemon Farm FIGUR--NO.
cr.=_Gc:w er: ��r� T - 2983 3
DRRWI. [sr: *S&ME FSA
FA. AAug. -'98 O6 NO. 1588-93-013 MASONITe Map

r ILLD -
Blanch Road
FIELD - 03
FIELD`02
FIELD - 04 /--
ME ■
-05
Powell Road
Legend
■
Dweffing §f
Wooded Area
v
Structure (Sam)
Drainagcway
Q
Pond =
Access Road
•
Won
Property Line
x
Buffer Area X -x -x
Fence
W
Wet Area ®
Hand Auger Boring
SSE 1•=660'
Hester Vemon Farm
T - 2963
FIG UR' -MO.
3
cNeciceD err:id��
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DATEJ
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DBND' -
158&93013 MASONITE

-'tS2.T c
�' ='� USGS QUAD RIDGEVILLE, NC.; CONTOUR INTERVAL =10' � �
20DO' Jimmy Callie Farm �RZ NO
ZMECKED BY: lzr5 T - 8795 2
!DPAYVN BY: rnsret *�;�
Topo
jo�� Aug. -'99 CNMRO ENIA SE CCS- ENOMEMN; - 7ESTINC JOB NO. 1588-93-013 MASONITE Map

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TRACT - 1912
t,
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FIELD - 11
TRACT - 1912
a
FIELD — 9
TRACT — 1912
—Feed Lot
;1 4
1
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FIELD - 14
TRACT - 1912
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Wooded Area
v
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•
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Property Line
!!!
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Fence
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FIGURE No.
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5
D RaWN wN BY:
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FIELD - 03
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FIELD - 06
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•
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5
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RATE .Sept. -'9g cNNRONNENIAL SERNCES • ENONCERINC • iSTNC OB N0' 1566-93-013 MASOWE Map

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r•=66o'
sept -'98
■
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SCE
L i"Cts • EN( NECMKC • 1 SMNC
15B&93-013 MASONITE
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15B&93-013 MASONITE
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ouwNBr: MM Topo
DAZE AMg. -'98 ENV.RDNMENTa SERmEES • ENONCCMN: - 7MN: JOB NO. 1568-93-013 MASON, T F Map

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DRAWN BT: mem *S&ME Topo
Aug. -
DATE �OB NO. 158SM-013 MASONITE Map
J'98 ENMRDNMENI� SER - EMMMEMNO - 7ESMNC --ij

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I' = 660'
5L`
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UM Aug. -'98 ENMRWYENIALSEM'ICES•ENQNECPoNC•IESTN:. 08 NO. 1568-93-D13 MASONITE Map

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T -1491 5
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n`"= Aug. -'98 CNNRONNENIAL 4RN=s - ENhNiCPoNG • rsm.c O3 NO. 1588-93-013 MASONiTE Map

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DATE: Aug-'98 JOB NO. 15BB-93-073 MASONiTE Map

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DAM SCpt -'98 ENNRENMEWt S CES - ENONEERINC • YEnNC J� NO. 1588-93-013 MPSONITE Map

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FIELD - 01
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I
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rate �'
-
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acreSept -'98 ENNRC MENTA SER"CES • ENONEEMNO • T STNC J0O N0' 15BB-93-013 MASONITE Map

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DRAWk 6T:: /� r rn Topo
'DATE � Avg, -'98 ENNROWENTLL SERNGES - ENONCERIN-v - TESTING Ds NO. 1 SM93-013 . MASOMTE Man

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Aug. -'9g EWRONNENIAL RMIES•CNbNCERIHC'TESTHC

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TEAug. -'96 ENNR'UNMENiLL SERv:SS • ENC:NCEMNC • TEBTNC NO. 1583.83-013 MASONUE
FlGU;L NO,
2
Topo

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Buffer Area x x -x
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W
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Hester Vernon Farre
RGURE NO.
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ORANT er: %:'1 �YYI
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IDI MBY. MF41,y TopO
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V • -'98 ExTnRpxuENTwL SERMEES • CRPxECR�xE

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DATE rr�;:-Y,^ s Jo;; NJ' 1586-93-013 MASONITc Map
Vie, .'tJb aNNR'JNMEWAL ESRN=ES -ENGINCERINC •lE$�IN:

V - 3 Mitcs *"ME Hester -1470, Farms FIGURE NO.
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M Site J
Sept -'98 ENNRO .ENIK iRVIMS - ENONEERIN- • IESVNC ND' 15BB-93-013 MASONITE Map

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11.-660' ,�•`''_'- � JeCK 5tr- 97 Y0rt77S FIGURE NG.
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scuE i^ - s000• S��� Hester Vem57 Farm Flcu2 No,
CHECKED BY: T - Z%S7 Z
DRAWN EY: F—yv% Topo
DATE. Aug •98 ENNRONMENTAL SERNCES • ENGIMEEPoNG •TESTING JOB NO.
1588.93.013 MASONITE Map

JLE 1. 660' Hester Vemon Fai
'CKED BY: T - 2757
MN Brf.' ErB ����
ME IA
E Aug -98 JOB NO. 1588-93-013 MASONITE
RGURE NO
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USGS QUAD RINGGOLDt VA. - NC.; CONTOUR INTERVAL = 20'
SCALE; 1*=2000' Hester Verrion Farm FIGURE NO.
CHECKED BY P—rB--- 2
DRAWN BY: f -h OYVI S&ME T - 2983 Top
DATE. Aug. -'98 "'"0- 1588-93-013 MASONITE Map

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SCALE 1"-660• Hester Vemon Farm FIGURE NO.
CHECKED i�3 *S&ME T - 2983 3
DRAWN BY:: ysM FSA
DATE Aug. -'98 ENNRCNJMENtAL SCRviEES • ENGNEERINC • TESTND DB NO.
1588-93-013 MASONITE Map

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Legend
■
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Wooded Area
v
Structure (Sam)
Drainageway
Q
Pond =
Access Road
0
wed
Property Line
x
Buffer Area X -x x
Fence
W
Wet Area ®
Hand Auger Boring
SCALE 1^=660'
S&M
ENNRDNMENTAL SERVICES •ENGINEERING-TESIINC
Hester Vernon Farm
T 2963
FIGURE NO.
5
Buffer
Map
CHECKED BY: pxo
DRAWN BY: �—
DATE:JOB
Aug. -'96
NO.
1586-93-013 MASONITE

V I R G N A
0
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SCALE: rr=2Miles Jimmy Callie Farm MURE NO.
CHECKDRAM B : S&ME T - 8795 i
DRAM BY: (VIE � $iS0
DATE: Aug. -'98 ENNRDNMENTRL SERNCES • EN(l.NEEPoNC •TESTING JOB NO. 1588-93-013 MASONITE Map

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sc 7•-20om Jimmy Callie Farm FIGURE NO.
CHECKED BY:IZ� S&ME
T - 8795 Z
DRAWN BY: SrTopo
Mn
DATE: Aug. -'98 ENNRWMENTALSERNCES•ENQNCERINC•lESTNCJOB NO. 1555-93-013 MASONITE Map

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- 13 FLX'4VV=,VM ;
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Is
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SCALE.
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Jimmy Callie Farm
FIGURE NO.
CHECKED Dr.
fZXT
T - 8795
3
DRAWN BY;
S&ME
FSA
DATE:
Aug. -'98
ENVRWMENTAL SER -CES - ENCINEERINC , TESMNG
JOB NO. 1588-93-013 MASONITE
map

FIELD — 8
TRACT — 1912
I:
FIELD — 9
TRACT — 1912
?/0 I
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Feed Lot
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FIELD — 14
/ TRACT — 1912
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TRACT — 1912 `--
Leaend
■ Dwelling Wooded Area
v Structure (Sam) — i Drainageway
Q Pond = Access Road
• Well Property Line
x Buffer Area x x -x Fence
W Wet Area ® Hand Auger Boring
SCALE: 1"=660' Tugwell/Chapman FIGURE NO.
D�{( S&ME T - 1912
DRAWNRAWN BY:: 5
B$11ffCI
°ATE'
Aug. _98 ENMRONMENTAL SERMCES- ENGINEERING- TESTNG JOB NO 1588-93-013 MASONITE Map

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Bonnie Crispin Farm
Tract 1700
?
YANCEMLLE
JM
CASWELL GAME Q
T.P.
0
JM
t
13M
IM
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SCALE:1" 2 Milm Bonnie Cdspin Farm FIGURE NO.
CHECKED BY: T -1700 1
Yvll�
DRAWN BY. sit
rn F- S&ME
ENMRONMENTAL SERVICES - ONG OBNO. 1588-93-013 MASONITE 3 je
DATE. P

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5 AY
0
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4
USGS Q : UAD VA. AND R]IDGEVELLE, NC.; CONTOUR INTERVAL 20'
hLE 10 - 2000'Bonnie Crispin Farm AGURE NO.
echo Br: 124B T - 1700 2
AWN W: 1�15M *S&ME Topo
Te Aug -99 JOB NO. 1588-93013 MASONITE Map

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, -- 5&ME
ENVIRONME147AL SVRMCES - ENGINEERING - TESTING
I
Bonnie Crispin Farm
T - 1700
FIGURE NO.
3
FSA
Map
�ECKED BY: 2q
DRAWN Il
DATE Aug. -98
OB NO. 1588-93-013 MASONITE

Zion Church
FIELD - 02
®I
.6
FIELD - 03
FIELD - 06
IMMOMMOM
Blanch
21
IELD - OS
P
ru>• MOMMOMMOR
Legend
■ DweAurg Wooded Area
v Structure (Sam) Drainageway
G Pond = Access Road
• Well Property Line
x Butfer Area x -x -x Fence
W Wet Area ® Hand Auger Boring
SCALE: 1^=660' Bonnie Crispin Farm FIGURE NO.
CHECKEDB : T '1700 S
DRAWNDRAWN BV: M *S&ME BIl$CI
DATE Aug. -'98 ENVIRGNMENIAL SERVICES •ENGINEERING tESTING JOB NO. 1588-93-013 MASONITE Map

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CHECKED�Tf3 SME T -1084
oRAwNBY:
i1'1E Site
DATE. Sept. -'98 ENNRCMJMENIAL SERVICES • ENONCCRINC • TESTNC JOB NO. 1588-93-013 MASONITE Map

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~ ry 620. •�: -
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USGS QUAD DANVILLE, VA - NC.; CONTOUR INTERVAL = 20'
r=2000' James Gilliam Farm FIGURE NO.
CHECKED BY: �q T - 1064 2
DRAWN BY: rn Em SME Topo
DATE SepC-'98 ENVIRONMENTALSER\nCEe•ENdNEERINC•TESTNC JOB N. 15BB-93-013 MASONITE Map

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DRAM B BY: iZtg S&ME T -1084 3
DRAWN BY: C 1 FSA
DATE. Sept. -'98 -
ENNRONMEN SERVICES • ENgNEERINC • IESTNC JOB NO. 1588-93-013 MASONITE Map

0
Walter's Mill Road
eti
Access
•
■
40
FIELD - 01
it
Rlgwr,/,� v
Adjacent property permitted for Douglas M. Butts
N
Legend
■ Dwelling }S Wooded Ana
v Stluchua (Sam) Drainageway
0 Pond = Access Road
• Wen property Lina
x BuMer Area t -z -z Fane
W Wet Area • Hand Auger Boring
SCALE. V=660 James Gilliam Farre FIGURE No.
B
HAD 1 T -1064 5
DRANTJ BY:: 5mC*S&ME
Buffer
DATE: Sept. -'98 ENNRCNMENTAI SERVICES • ENpNEERINC • IESTNC OB NO. 15M93-013 MASONITE Map

late
,•,� Tract -1491 •;; a'• 5 r�
Fields 1 -
Tract_ 1__
3
5, ?
' ^ Field 611111-
9 " „e
•� L
e3� �
um A ` ' Tract - 1385
JYa Nit. Field 6
J•
YANCEWILLE
U,I
1351 n�>
CASWELL GAME
LAND •"y.
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E' V=2Milm Wayne Hodges Farms RGURE NO.
CHECKED BY. T - 1385, T -1393, T - 1491 1
DRAWN BY: *S&ME Site
DATE: Aug.-•9ii ENbtRONNENTAL$ERNEE$•ENCiNEERIND•TE$IINC Oe NO. 1588-93-013 MASONITE Map

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ng-,Nn
\\� '11'��/ N \���/ 111 ' ���'�y.', ,�--• Il ����.
i (
USGS QUAD PARK SPRING, NC.; CONTOUR INTERVAL = 20'
SCALE 1*=200a Wayne Hodges Farm FIGURE NO.
CHECKDRAWN BY: � �� E
T -1365 2
DRAWN BY: M�M Topo
DATE Aug.98 ENNRCNMENTAE SERYnCES •ENGINEERING • lE6TNC JOB NO. 1588-93.013 MASONITE Map

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14
i-
SCALE
IV -T *S&ME Wayne Hodges Farm FIGURE FSA
CHECKED BY: .(1 T -1385 3
DRAM BY: ry,l)
DATE" Aug. •'98 ENNRpJNENTAL SERNCES • ENCiN[ERINC • TESTNC JOB NO. t 585-93-013 MA8ONITE Map
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1t•xv f
14
i-
SCALE
IV -T *S&ME Wayne Hodges Farm FIGURE FSA
CHECKED BY: .(1 T -1385 3
DRAM BY: ry,l)
DATE" Aug. •'98 ENNRpJNENTAL SERNCES • ENCiN[ERINC • TESTNC JOB NO. t 585-93-013 MA8ONITE Map

I
Adjacent property permitted for Wayne Hodges
- 06� -�
i
Legend
a
DweEng {S
Wooded Area
v
Structure (Sam)
Drainageway
Q
Pond =
Ac ew Road
•
We0
Propeq Line
tl/
Bu fei Area z -x x
Fence
W
Wet Area •
Hand Auger Boring
c., E, V-669
Wayne Hodges Farm
T -1385
FIGURE NO.
5
CHECKED t7 T
SME
EWROIiMENTAL SERVICES • ENCINEERINC • 1ESTNC
Buffer
Map
DRAM EY: �
DATE Sept -'98
a ND' 1588-93-013 MASONITE

]w •ff.
Tract -1491 ( ~` Ja' • ' +
Fields l - Nea+.e uc J-
v,
Tract-139 r. ,
4L- Field 6
n0 Tract 7_1385 Y ®�
Field 6
-
.�
•.. - - ,��±y -�)/ 3d " s✓ �J..._.,4 �. �`^ YANC'-TVILLE �T GaJ
CAS WELL, . GAME
LAND
v ! r q
7.
U•\' ie era fl\ >.`\ , , 1� '
^�3' oF. ff. ,
> � Grew q.1- •s. .. 1�, n nn - ,' a'/ ,
'\ 'u1e . �•. . w
y b / 3- f '•
ICeeR
JJm
L
CAL V e j Mlles Wayne Hodges farms RGURE ND.
CHECKED BY:om S&ME
T - 1385, T -1393, T -1491 1
DRAM BY: Site
DATE. Aug. -'98 ENNRENNENTPL SERNCES • ENfiN[ERINC • TEBTNC JOB NO. 1588-93-013 MASONITE Map

l
-06-
11ti/.. �Y\\\ � �i1\'� g �J•`in (�/��
\5� / 306 1 ` ✓ `til N a a a �l ��\'/\/� �; I/�/G✓ ��
USGS QUAD PARK SPRING, NC.; CONTOUR INTERVAL = 20'
B 3•_Zp00,'..'---- S&ME Wayne Hodges Farm FIGURE NO.
CHECKED BY: �a T -1393 2
AWN
DRBY: MSM Topo
DATE: Aug. -'98 CNNRON'MENT4t SERVICES • ENCiNEERINC • TESTNC OB NO. 1588-93-013 MASONITE Map

h
2"
SCALE: 1"=660'
Wayne Hodges Farm
T - 1393
F*UllE NO,
3
CHECKED BY: F-rP
DRAWN BY: r vo
but
STJNC
ENMRDNMENTAL SERVICES - ENGINEERING - TESTING
FSA
Map
DATE: 98 - *98
NO.
I 1588.93-013 MASONITE

SCALF
1*=669
Wayne Hodges Farm
RGURE NO.
CHECKED BY:
Oa
SWE
T - 1393
5
I
Buffer
I
�m BY:
YA5-fA
MSMNC
JOS NO.
1588-93-013 MASONITE
Map
DATE
Aug. -'98

I 21C ]] �� I x ]y •, I ,At �
yI. yb
,a N
Iwa
URI
Tract -1491
J Fields 1-
,
Tract -1� I
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1 3
1 Tract -1385
a "
ay Field6
q r J i_ } / T G11II.
`. • l>b �, i 1 � M1 Manx
A.
+% /� NW' r, = G �3fl'.' 4 '. i`.'• - YANC'YVILLE
12
Ell
C45WELL:� GAME +
A LAND
12
"i
ua
u1: T /ye y1 �Y
Bro �-`, Ise � l� •` fie., `� I //
1 �� d'V� Lv rS � � ? •�
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Ilii b •
J~ • 1 l• —4S I J - 5 T
_ _ +, �3 •�� :moi'.) ..x•• Mi ,..
r=3maeBSME
yne Hodges Farms FlGURENO-
CHECKED BY: � _ T -1385, T - 1393, T - 1491 1
DRAWN BY: MSYV\Site
Wa
DATE' Aug. -'98 ENNRONMENTAL SERNCEB • ENQNEERING • lESTINC DB NO. 1588-93-013 MASONITE Map

i
C
:FIELD \02
=off .� i i ?�` �'� ;1 ? ` FIELD — 01BM
634
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1 1
c
v
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bQ—
USGS QUAD PARK SPRING, NC.; CONTOUR INTERVAL = 20'
V -zoarS&ME Wayne Hodges Farts FlGU2 NO.
CHECKED BY: }7 t'] T -1491 2
DRAWN BY: F^ - Topo
DATE ,,« - Aug. -'98 ENNRDNMENTLL SERNCES • ENpNECPoNC • IESTNC B ND' 1588-93-013 MASONITE Map

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DATE' Aug. -'98 ENNRONMENTwL SCRNCES • CNgNEERINC • lESTNC JOB NO. 1588-93-013 MASONITE Map

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FIELD - 02
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SCALE. V 660' Wayne Hodges Farm FIGURE NO.
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DATE: AoB-' 98 ENNRCNMENTAI SERVICES •ENGINEERING •TESTING 'Oe NO. 1588-93-W3 MASONITE Map

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1588-93-013 MASONITE Map

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DATE: Aug.- 4)3
08 NO. 1588-93-013 MASONITE

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SCALEt" = 660' Andy Loftus Farm FIGURE NO.
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DATE Aug. -5g ENMRONMENTAL SERVICES •ENGINEERING •TESTING JOB NO. 1588-93-013 MASONITE Map

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DATE: Sept --98 ENVIRONMEN,AL SERVICES • ENOWEERINO • IESTNC cs NO' 1588.93-013 MASONITE Map

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DATE Sept •'98 ENMRONMEN71 SERNCES • EN(iNEERINC - TESTNC JOB NO.
1688-93.013 MASONITE Map

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CHECKED BY: 1] f1 T - 193, T - 206 5
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DATE I ,S`ept. -'98 ENVIRONMENTO JOB NO. 1588-93-013 MASONITE I Map

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DATE' Aug. -'96 ENNRpJYENTAL 9LRv2C5 • ENgNEERINC • TESTNC OB NO. 1588-93-013 MASOMTE Map

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DATE: Aug -X98
NO� 1588-93-013 MASONITE

N
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•
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DATE:Aug.-'98 ENNRO MENIP SERMCCS- ENPNEERiNG-t STNC , aND 1588-93-013 MASONITE Map

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Site
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ENv1RGNMENTAC SCRVICES ENGINEERING TESTNC
Map
DATE: Aug.8
4
OB NO
1588-93-013 MASONITE

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CHECKED BY: p9_1 6 T - 862 2
DRAWN BY: M 1�-rn -- S&ME Topo
DAM Aug. -'98 ENAR019MINTAL SERVICES - ENONEERING - MSTNc JOB NO. 1688-93-013 MASONITE Map

FIELD - 02 Rosewood Road
I�
FIELD - 01
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FIELD - 03
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r4aa
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Legend
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v Structure(Sam) —i Drainageway
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x Buffer Area x x -x Fence
W Wet Area ® Hand Auger Boring
SCALE:66esterVernon arm RGURE NO.
I" = 0' S&ME
CHECKED BY: er 5T - 1404
DRAM BY; /I�r Buffer
De No
Aug.VI
DATE: 93 ENVIRONMENTAL SERVICES - ENCINEERINC • TESTING . 1588-93-013 MASONITE Map

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DRAMCHECKED BY: �T S&ME
T - 1404 3
DRAM BY: 1%l Erl'l FSA
DATE Aug.-'98ENNRJNNENIAL SERVICES • ENCINMIE
EERC • STING JOS NO. 1588-93.013 MASONITE Map

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I"'SME
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CHECKED BY: P -TB T - 1404 1404 Q
JRa er: MEAL "' Topo
DATE: Aug. • •98 ENNRIXJMENTRL SERVICES • CNCINECRINC • IESIINC 303 No. 1588-93-013 MASONITE Map

I O1
FIELD - 01
Slaughter Road
Staging Area
FIELD - 02
FIELD - 03
■
Legend
Dweiting }S
Wooded Area
v
Structure(Sam)
Drainageway
4
Pond =
Access Road
•
woo
Property Line
x
Buffer Area z -x x
Fence
W
Wet Area ®
Rand Auger Boring
SCALE 1"=660'����
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T 543
FIGURE NO.
5
ONECKEO BY: -�
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ENNRONNENTAL SERVICES •ENGINEERING - iESiiNG
Barer
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DATE' Aug. g' . SS
SGB NO. 1588-93-013 MASONITE

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Hester Vernon Farm ROURE NO.
CHECKED BY: Z;3 S&ME T - 543 3
DRAWN BY: FSA
DATEJOS N0.
'AU& -'95' ENv1RONMENIAL SERVICES •ENGINEERING • 1E511NG 1588-93-013 MASONITE Map

USGS QUAD LEASBURG, NC.; CONTOUR INTERVAL =10'
BCMP i•=zooV� �� HeSfer V-543 Farm FlGU2
..nr- ND.
cNECKCHECKEDBY: T 543 2
DRAWN BY. Topo
DAT£JOB NO.
tiLPy-g8 ENVIRGNMENTAL SERVICES •ENGINEERING • TESTING 15e8-93-013 MASONITE Map

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? = n Tract - 2983' Tract 2757,,
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4J1 ->sf. 1m •
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u
Tract -1470 �.; T Fields 1- 3
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CHECKED BY:f)T"Il�� T-543, T-1404, T-1470, T-2757, T-2983 1
DRANK 8Y: 11 Site
DATE Sept. -'98 ENNRGNUENTAE SERVICES • ENOWEERING •TESTING N 1588-93-013 MASONITE Map

Church
Qj
,VkgRoad
YarKSp'
Cemetary
�1
6 13
60' S&MEG'98 ENNRONNENI�L SERNCES • EN ..EMI • C
■
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Wooded Area
v
Structure (Barn) --.
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0
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Access Road
•
Wan
Property Lina
x
Buffer Area X -x -x
Fence
W
Wet Area ®
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Jack Strader Farms
FCuREra.
T-970
5
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158&93-013

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SLICED BY: R.cti T 970 4
DRAWN BY: i�'l�m NRCS
"*S&
DATE Aug. -'98 ENNRONMENIAL SERVICES• ENCINEERINJ- TESTING Da No. 1588-93.013 MASONITE Map

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it
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SC�F' Jack Strader FarmS FIGURE NO,
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T - 9%� Z
DRAN BY: *S&ME Top
o
ATE Aug. x'98 ENNROMENiµSRVCCS•ENGNEEPoNC•TSTNCOBNO.
1588-93-013 MASONITE Map

® O!
FIELD - 01
.I
■
Legend
Dweling IS
Wooded Ar ea
I/
v
Struchm (Barn)
Drainageway
Q
pond =
Acres Road
•
well —
proper Line
p/
Buffer Arm X -X -x
Fence
W
Wet Area ®
Hand Auger Boring
SCALE r-660'
Jack Strader Farms
--
40.
FIG=
T - 862.
5
O�uwN sr. �
*S&ME
Buffer
DATE Au¢. -98
I ENMRO ENTAL S AMMS - ENaNEEMN - TESTNC
a NO. 158&93-013 MASONITE
Map