WQ0018007_Application_20010926

: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
TOWN OF BROADWAY
ROBERT STEVENS
POBOX 130
BROADWAY, NC 27505
DearMr. Stevens:
CDE
NORTH,CAROLINA DEPARTMENT
ENVIRONMENT IAND ATURD
September 26, 2001
OF
T-1CPRCs" 7
s�<
SEP :Z 8 2001
DWQ"
1
Permit # WQ0I018007
Land Application System
Harnett County
The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of
your permit application and supporting materials on September 25, 2001. This application package has
been assigned the number listed above.
Your application package has been assigned to J R Joshi for a detailed review. The reviewer will
contact you with a request for additional information if there are any questions conceming your
submittal.
If you have any questions, please contact J R Joshi at 919-733-5083 extension 363. If the reviewer is
unavailable, you may leave a message on their voice mail, and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES
ON THIS PROJECT.
Sincerely,
I
m H. C1'1son, P.E.
Supervisor, Nori-Discharge Permitting Unit
cc: yetteville Regional Office, Water -Quality Section
Permit Application File WQ0018007
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

APPLICATION FOR PERMIT MODIFICATION
LAND APPLICATION OF RESIDUAL SOLIDS
TOWN OF BROADWAY
BROADWAY, NORTH CAROLINA
Prepared ' For: _
Town of Broadway
Post Office Box 130
Broadway, North Carolina 27505
Prepared By:
Soil & Environmental Consultants, P.A.
3817 Suite E Lawndale Drive
Greensboro, North Carolina 27455
September, 2001

Soil & Environmental.=
Consultants, PA
3817=E Lawndale Drive • Greensboro, North Carolina 27455 • Phon : [phone] • Fax: [phone]
www.SandEC.com' a'
September 24, 2001
N.C. Department of Environment and Natural Resources
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
ATTENTION: Mr. Kim Colson
REFERENCE: MODIFICATION OF PERMIT NO. WQ0018007
Town of Broadway
S&EC Job No. 4-1050
Dear Mr. Colson:
Soil and Environmental Consultants, P.A. (S&EC) is under contract with the Town of Broadway
for technical services associated with the modification of the above referenced permit. The Town of
Broadway has identified approximately 7.2 net acres to be added to the;', land application program.
Maps and pertinent information has been included in Sections III and IV.
li
Your prompt attention in the review of this renewal would be greatly appreciated. Please contact us
immediately if you require additional information or have questions in the review of the renewal
application.
Sincerely,
Robert T. Branch, L.S.S.
Project Manger/Soil Scientist
Enclosure: Permit Package, $205.00 submittal fee
cc: Town of Broadway
Charlotte Office:
PMB 291, 3020-1 Prosperity Church Road
Charlotte, NC 28269-7197
Phone: [phone]
Fax: [phone]
Hickory Office:
710 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
Raleigh Office:
11010 Raven Ridge Road
Raleigh, NC 27614
Phone [phone]
Fax: [phone]

TABLE OF CONTENTS •
Section No. Title
Page No.
1
MANAGEMENT PLAN - j 1
SPILL CONTROL PLAN 4
APPLICATION RATES 5
MONITORING 7
PATHOGEN AND VECTOR ATTRACTION REDUCTION 8
RECORDS 9
II LAND APPLICATION OF . RESIDUAL SOLIDS
APPLICATION FORM
III WAYNE KELLY FARM
IV CRAIG BUCHANAN FARM
V REQUIRED MONITORING DATA
RESIDUAL ANALYSES
PATHOGEN ANALYSES
VI WWTP PROCESS INFORMATION

SECTION I
MANAGEMENT PLAN
SPILL CONTROL PLAN
APPLICATION RATES
MONITORING
PATHOGEN AND VECTOR ATTRACTION REDUCTION
RECORDS

MANAGEMENT PLAN
The residual solids management program proposes that residual solids from the Town of Broadway
Wastewater Treatment Plant (WWTP) in Broadway, North Carolina be applied to the proposed
fields as an agricultural resource at agronomic rates. The residual solids will be applied to row
crops and hay or pasture land at agronomic rates for total or partial replacement of conventional N
and P fertilizers. The actual amount of residual solids applied will be dependent upon the nutrient
requirement of the specific crop and the nutrient content of the residual solids.
Residual solids application scheduling will be dependent upon residual solids production, storage at
the respective treatment plant, and the crop management program On; farms utilized for hay and
pasture production, residual solids will be applied in split applications as is normally done when
conventional fertilizers are applied to hay and pasture land. These applications will correspond
prior to grass growth in the spring and/or fall, after each cutting in the growing season, or whenever
most appropriate. On farms utilized for row crops, residual solids will be applied between crop
rotations.
The fields . will receive residual solids. in an agronomic manner based on requirements listed in
Permit Number WQ0018007. Residual solids will be applied at agronomic rates which are limited
by nitrogen loading rates. Soil pH will be adjusted immediately prior to or during residual solids.
application to 6.0, or greater..
Prior to an application event, an application rate will be determined based on a current nutrient
analysis of the residual solids: Representative residual solids samples will lie collected prior to the
haul period and compogited for analysis. This composite sample will then be delivered to a
qualified laboratory familiar with residual solids analysis and analyzed for ammonia nitrogen,
nitrate/nitrite nitrogen, % total solids, total Kjeldahl nitrogen, phosphorus, potassium, calcium,
magnesium, 'sodium, copper, zinc, cadmium, chromium, nickel, lead, aluminum, chlorides, sulfate,
mercury, arsenic, selenium, molybdenum; and pH.. Plant available nitrogen (PAN) will then be
calculated from this residual solids analysis. This information will be used to calculate the loading
rate for the field and crop. .

i")
calculated from this residual solids analysis.
rate for the field and crop.
This information will be. used to calculate the loading
Once the appropriate application rate has been calculated, the residual solids will be removed from
the respective treatment plant and transported to the site in application equipment or in trucks or
tankers adapted for dewatered or liquid residual solids (depending on the proximity of the receiver
site). For liquid residual solids, the residual solids will be loaded into 2,500 to 7,000 gallon tanker/
spreaders converted to haul liquid residual solids.
The transportation equipment will then travel major traffic routes to the fields whenever possible.
Once at the field, the transportation equipment will proceed to a designated staging area. The
residual solids will then be transferred to an appropriate applicator designed and operated to obtain
an even application consistent with agricultural requirements. The Town of Broadway will perform
their own residual applications and may utilize either cake or liquid equipment as necessary
depending on the method of meeting vector and pathogen reduction.
All residual solids will be removed from the staging area by the end of the working day, unless/
equipment breakdown or weather prohibits the residual solids application: At the start of each day,
all fields will be inspected by the field superintendent. Equipment will only enter a field when
conditions are appropriate for the application. Residual solids will only be applied when the field is
capable of supporting equipment without extensive rutting. When field conditions are not
appropriate for an application, such as duringwet periods, the residual solids will remain at the
WWTP until field conditions are suitable for land application.
Prior to the residual solids operations, the field superintendent and appropriate Town of Broadway
personnel will inspect the site. During the field inspection, the field superintendent will note the
standard DWQ buffer zones including: homes, drainage ditches, roads, wells, surface water and
property boundaries (listed in Table 1 below). On the basis of these standard DWQ buffers for land
I:
treatment programs, buffers will be established in the field. These buffers will be identified in the
field by the placement of pin flags.
• I
2

TABLE 1
DWQ Buffers for Current Permit WQ0018007
Area Description
Application Method
Injection
(feet)
Surface
Incorporation
Spreading/
;(feet)
Property Boundary
50
j 50
Public right of ways
50
'; 50
Residences
: 200
i 400
Places of public assembly
200
1 400
Water Supply Sources
Private
Public
100
100.
i 100 -
: ' 1100
Stream, lake or impoundment -
. 50
100
Upslope drains or
water diversions
10 .
10
j
Downslope drains or .
water diversions
25
125
Groundwater drainage systems
and surface drainage ditches
25
125

SPILL CONTROL PLAN
TOWN OF BROADWAY
BROADWAY, NORTH CAROLINA
In the case of a spill, the following action shall be taken immediately:;
1. Halt the source of the spill: Ruptured line or valve, or damaged tank unit.
2. Contain spill: Use straw bales to form a barrier. Straw hay bales can be obtained from several
sources for this purpose. Soil near the site can also be used to forma barrier for containment.
3. Clean up: Use residual solids application equipment to recover' as' much of the material as
possible. After the application equipment has recovered as much as possible, it will be land
applied as per operation plan. A temporary sump pit may be dug in the containment area and
spilled material washed into it to enhance recovery.
4. Final Clean up: Any unrecoverable material will be washed; from the road surface and
incorporated into an adjacent tillable area.
5. Notification: As soon as possible after a spill occurs notify:
A. Broadway Town Manager [phone]
B. Department of Environmental and Natural Resources
Fayetteville Regional Office at [phone]
Harnett County Sheriff's Department
C. Fire Department if assistance is required for washdown
E. S&EC, Inc. [phone]
6. Management of clean up efforts: The field superintendent shall take immediate charge of the
clean up activities. Additional labor will be requested from the treatment plant and other
departments as needed.
7. Reporting: Within 24 hours of a spill the field superintendent shall present a written report
detailing the cause of the spill and all action taken in response to the spill:
4

APPLICATION RATES
The residual solids application rate will be based on the plant available nitrogen (PAN) requirement
for the crop and the PAN content in the residual solids. The PAN requirement for the specific crop
will be derived from limits in current Permit No. WQ0018007 (Table 2). Crops typically grown in
the Harnett County area are coastal bermuda, fescue, small grains, soybeans, corn, fescue and
cotton.
TABLE 2
Plant Available Nitrogen (PAN) Limits for Crops
Commonly grown in Harnett County
Based on Permit No. WQ0018007
CROPS
PAN RECOMMENDATIONS
acres
Bahiagrass
150
Coastal bermuda
350
Small Grains
i
100
Soybeans
200
Corn (grain)
160
Corn (silage)
200
Fescue
250
Cotton
70;
Soybeans are able to fix N2 as NH3 in a symbiotic relationship with ,a nitrogen fixing bacteria.
However, soybeans will utilize nitrogen if it is applied in a plant available form. Based on the
existing permit the application rate for soybeans shall not exceed 200 pounds; of PAN per acre.
The PAN content of the residual solids will be based on total Kjeldahl nitrogen (TKN), ammonium -
nitrogen (NH4-N), nitrate -nitrogen (NO3-N), nitrite nitrogen (NO2-N) content, and the
mineralization of organic N into inorganic N. Most of the nitrogen in the residual solids is in an
5

• organic form. As the residual solids are incorporated into the soil, the soil microorganisms utilize
the residual solids as an energy and nutrient source. In the process, a portion of the organic N is
mineralized or biologically converted into inorganic N.
Various environmental factors such as temperature, moisture, and carbon to nitrogen ratio will
affect the mineralization rate.- Typical mineralization factors range from 0.2 to 0.4. A
mineralization rate of 0.30 has been selected for the WWTP residual solids because of the aerobic
digestion process. The PAN application rate will be calculated based on! the mineralization rate:
TKN, NH4-N, NO3-N, NO2-N content; and method of application. Residual solids which are
injected into the soil typically retain a large portion of the NH3 'gas which is found in the residual
solids or is converted from the NH4-N form. However, when the residual solids are surface applied
to hay or fallow row crop fields, a large portion of the NH3-N is volatilized and lost as a nutrient for
crop uptake. The actual plant available nitrogen content for equal residual solids is less when
residual solids are surface applied compared to when the residual solids are injected into thesoil and
the NH3-N gas is trapped by the soil. To reflect the lower PAN content for ,surface applied residual
solids due to the volatilization of NH3-N portion the gas, of NH4-N 1 in the residual solids
contributing to the PAN is reduced by 50%.
The PAN content of the residual solids is calculated for injected and surface applications as follows:
A. PAN injected or incorporated = 0.30 (TKN - NH4-N) + NH4-N + 1NO3-N + NO2-N
B. PAN surface applied = 0.30 (TKN - NH4-N) + 0.5 (N1-14-N) + NO3-N +NO2-N
where:
0.30 = mineralization factor (aerobically digested residual solids)
TKN = Total Kjeldahl Nitrogen
NH4-N = Ammonium nitrogen
NO3-N = Nitrate nitrogen
NO2-N = Nitrite nitrogen
0.5 = Volatilization factor
PAN Applied = (gal/ac)(8.34 lb/gal)(% Solids)(% PAN)
6

MONITORING
1
The residual solids and soil will be sampled at specific intervals to insure', the beneficial utilization
for agricultural production. Residual solids samples will be obtained annually or according to
permit requirements. The residual solids samples will be collected and delivered to a laboratory
qualified to analyze residual solids and is familiar with routine environmental sample preparation
and standards.
A residual solids analysis will be conducted for, but not limited to, the following parameters, % total
solids, chlorides, phosphorus, lead, copper, cadmium, sodium, total Kjeldahl nitrogen, nitrate
nitrogen, nitrite nitrogen, aluminum, magnesium, sulfate, potassium, zinc, nickel, chromium,
I
calcium, ammonia nitrogen, arsenic, mercury, selenium, molybdenum, iron, and pH. A TCLP
analysis is not required under the current non -discharge permit.
Once each year, the fields will be sampled for routine soil fertility and lone requirements. Although
the soil samples will likely be collected in the fall or winter seasons, the soil samples may also be
collected between croppings. Once the soil samples are collected, the soil samples will be delivered
to either the North Carolina Department of Agriculture -Agronomic ,Division or A&L Eastern
Agricultural Laboratories, Inc. for routine soil analysis.
7

PATHOGEN AND VECTOR ATTRACTION REDUCTION
The Town of Broadway operates a municipal wastewater treatment facility that processes domestic
wastewater and some pretreated industrial wastewater from the surrounding area. The processes to
treat wastewater from the Town of Broadway are aerobic. A map and description of the process is
included in Section VI. Currently the Town of Broadway meets '40 CFR Part 503 Class B
requirements for pathogen reduction by air -drying on sand beds for a minimum of three months and
vector attraction reduction by incorporation within 6 hours of application. Applications to fescue
land will be timed to incorporate and reestablish areas that received an application of Broadway
biosolids. Typical times of application will be in the fall and spring., Due to the low generation
biosolids generation rate, it may require several years to complete a single field. With time
Broadway will wishes to meet 40 CFR Part 503 Class B requirements for pathogen reduction and
vector attraction reduction through alkaline stabilization or other approved 40 CFR Part 503
requirements. Current pathogen information has been included in the Section V.
8

RECORDS
Records pertinent to the successful management of the land applications program will be
iI
maintained for the benefit of the landowner, DWQ, and the Town of Broadway. Each year an
annual summary of the activities of the program will be prepared and; delivered to the appropriate
agencies and participants on or before the 1 S` of March. The annual summary will include:
1. A) Source of residual solids
B) Date of residual solids application
C) Location of residual solids application (field number)
D) Method of application
E) Weather conditions 1
F) Soil conditions
G) Type of crop or crop to be grown on field
H) Volume of residual solids applied in gallons/acre and dry tons/acre
I) Annual and cumulative totals of dry tons/acre of residual solids, annual and
cumulative pounds/acre of each heavy metal (which shall include, but not be
limited to lead; nickel, cadmium, copper, zinc, aluminum, arsenic, chromium,
mercury, selenium and molybdenum), annual pounds%acre of plant available
nitrogen (PAN), and annual pounds/acre of phosphorus, applied to each field
2. A representative annual soil analysis which will include the following parameters:
standard soil fertility test, % base saturation, phosphorus, potassium, lead, zinc,
magnesium, pH, manganese, cation exchange capacity, sodium, nickel, cadmium,
copper, arsenic, mercury, molybdenum, selenium, and calcium.1(Soil analysis for lead,
nickel, cadmium, arsenic, mercury, molybdenum and selenium shall be conducted
once prior to permit renewal- on each site, which has received sludge during the
permit cycle)
3. A minimum of annual residual solids analysis which will I include the following
parameters: % total solids, chlorides, phosphorus, lead, copper, cadmium, sodium,
total nitrogen, nitrate nitrogen, nitrite nitrogen, aluminum; magnesium, sulfate,
potassium, zinc, nickel, chromium, calcium, ammonia nitrogen, arsenic, mercury,
selenium, molybdenum and pH.
9

SECTION II
LAND APPLICATION OF RESIDUAL SOLIDS
APPLICATION FORM -

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
LAND APPLICATION OF RESIDUAL SOLIDS
This application is intended for residuals which will be regulated under 40 CFR Part 503.
I GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Town of Broadway, North Carolina -
2. Print Owner's or Signing Official's name and title (the person who is legally responsible for the facility and its
compliance):
Bob Stevens, Town Manager
3. Mailing Address: P.O. Box 130
City: Broadway State: NC Zip: 27505
Telephone # [phone]
4. Application Date: September, 2001
5. Fee Submitted: $205 [The permit processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
6. Specify whether these residuals will be land applied to: /i1 agricultural lands, ❑ forest, ❑ public contact sites, ❑
reclamation sites -(please be advised, if these residuals will be distributed for lawn or home garden use, the application for
the "DISTRUBUTION OF RESIDUAL SOLIDS" should be completed rather than this application.)
If the alternative for residual disposal consists of "surface disposal" as defined under 40 CFR Part 503, please complete
the application titled "SURFACE DISPOSAL OF RESIDUAL SOILIDS". Pleases identify if there is any storage of
residuals in a surface impoundment or disposal through land filling. Explain.
N/A
8. For Class B Residuals (or Class A Residuals to be land applied on a dedicated site) please specify the number of acres on
which residual solids are to be land applied under the authority of this permit:
Proposed in this application: 7_2 acres; total (current and proposed): 7_7 acres
9. County (ies) where residuals will be land applied: Harnett County
II. PERMIT INFORMATION:
1. Application Number (will be completed by DEM):
2. Specify whether project is: El new; ❑ renewal *; ® modification
* For renewals, complete all sections included in the application. In addition, please submit updated cumulative loadings
for the ten (10) pollutants and updated owner's agreement for each site.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing permit
Number WQ0018007 and its issue date September 22, 2000
_Firm LARS 02/95 Page 1 of 18
-

III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
1. Narhe of facility where residuals are generated or prepared: Town of Broadway', WWTP
2. Facility permit number:NC0059242; facility permit holder: Town of Broadway,
3. Specify whether facility in Section III.1 is owned by ❑ federal; ❑ private; Estate; /1 local gov't.
4. Specify facility design flow: .145 MGD; facility average daily flow:.080 MGD
Type of residual storage: Sand Drying Beds
Volume of residual storage: 43,000 gallons
Length of residuals storage at facility: 60 days (the Division requires a minimum of 30 days storage in units that are
separate from treatment system, i.e. not in clarifiers, aeration basins, etc.)
Maximum storage time of residuals between application events: 45 days.
Estimated volume of residuals: 100 (dry tons/yr)
5. Are there any other storage facilities, other than the above, currently on site: ❑ yes, ® no
If yes, please identify:
6. Facility contact (person familiar with residuals preparation): Craig Buchanan, ORC
7. Facility contact's phone number: [phone]
8. Location of treatment facility: North Carolina state; Harnett County
9. Mailing address: P.O. Box 130, 117 S. Main St. Broadway, NC 27505
10. Latitude: 35° 27' 37.9" longitude: 79° 01° 34.9°
11. Specify the source of the residuals: ® treatment of domestic water; ® treatment of industrial
wastewater; ❑ other (explain): One printing company, @ 10,000 gallons per month
Attach an explanation of either the treatment process, manufacturing process or hdw the waste is generated. Provide full
and complete detailed of the entire process.
12. Does the facility which generates the residuals have an approved pretreatment program? ® yes; ❑ no
This includes facilities which are classified as a "Class I" facility (any publicly owned treatment works required, under 40 -
CFR 403.8 to have an approved pretreatment program or any facility treating domestic'sewage that is classified as "Class
I" by the appropriate federal or state authority.)
IV. RESIDUALS INFORMATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA) Determination. The information requested on the limitation specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility which industrial
contribution or active pretreatment program and from any other treatment facility with wastewater sources that include
industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 261.31-261.33? ❑ yes; ® no
If yes, list the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.21-261.24? ❑ yes; ® no
Attach laboratory results for the Toxicity Characteristics Leaching Procedure Analysis, Reactivity, Ignitability,
Corrosively for each residual. (See Section V for Analyses)
i
Note: If the following constituent levels (as determined by the Toxicity Characteristic Leaching Procedure
Analyses) are exceeded in the residuals or if the pH of the residual is not within the range listed below, the
residual is by definition a Hazardous waste. Chemical analyses must be made to Minimum Detection Levels.
Form LARS 02/95 Page 2 of 18

PPM PPM
Arsenic
Benzene
Carbon tetrachloride
Chlorobenzene
Chromium
m-Cresol
Cresol
1,4-Dichlorobenzene
1,1-Dichloroethylene
Endrin
Hexachlorobenzene
Hexachloroethane
Lindane
Methoxychlor
Nitrobenzene
Pyridine
Silver
Toxaphene
2,4,5-Trichlorophenol
2,4,5-TP (Silvex)
pH (2:1 vollwt):
5.0
0.5
0.5
100.0
5.0
200.0
200.0
7.5
0.7
0.02
0.13
3.0
0.4
10.0
2.0
5.0
5.0
0.5
400.0
1.0
>2.0 s.u. - <12.5 s.u.
Barium
Cadmium
Chlordane
Chloroform
o-Cresol
p-Cresol
2,4-D
1,2-Dichloroethane
2,4-Dinitrotoluene ,
Hepachlor (and its hydroxide)
Hexachloro-1,3-butadiene
Lead
Mercury
Methyl ethyl ketone
Pentachlorophenol
Selenium
Tetrachloroethylene
Trichloroethylene
2,4,6-Trichlorophenol
Vinyl chloride
100.0
1.0
0.03
6.0
200.0
200.0
10.0
0.5
0.13
0.008
0.5
5.0
0.2
200.0
100.0
1.0
0.7
0.5
2.0
0.2
NOTE: IF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE, AS
NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR THAT RESIDUAL
AND IT SHOULD NOT BE INCLUDED AS PART OF THIS APPLICATION.
(See Section V for Analyses)
2. For each residual, please attach a complete chemical analysis of the material. This analysis must be comprehensive
enough to completely characterize the residual and must be based upon a review of the process that generates the
material. If the facility that will generate the residual is not yet in operation, the characterization must be based on similar
existing facilities and projection based on the type of facility. The analysis must include a minimum of the following
parameters and any other known and suspected contaminants that are tributary to the system.
Arsenic
Cadmium
Chromium
Copper
Lead
Mercury
Molybdenum
Nickel
Selenium
Zinc
Aluminum
Ammonia -Nitrogen
Calcium Phosphorus
Magnesium Potassium
Nitrate -Nitrite Nitrogen Sodium
% Total Solids TKN
pH
Plant Available Nitrogen (by calculation)
3. Wastewater residuals shall not be applied to the land if the concentration of any pollutant in the residuals exceeds the
ceiling concentrations specified in the table below. Specify the pollutant concentration of these residuals (attach lab
analysis): See Section V for Analysis
Pollutant
Pollutant Ceiling Concentration (mg/kg)
Dry Weight Basis
i Pollutant Concentration (mg/kg)
Dry Weight Basis
Arsenic
75
5.40
Cadmium
85
3.00
Chromium
3000
25.00
Copper
4300
, 1,210.00
Lead
840
72.00
Mercury
57
10.50
Molybdenum
75
17.00
Nickel
420
20.00
Selenium
f_"nc
100
' 2.80
7500
897.00
corm LARS 02/95
Page 3 of 18

V. PATHOGEN REDUCTION INFORMATION (attach additional pages for additional sources of residuals):
1. In accordance with 40CFR Part 503, a residual can not be land applied if it does not meet one of the following alternatives
for Class B pathogen reduction.
a, b2 or b5 Please specify a, b1, b2, b3, b4, b5 or c from below (submit all lab analysis, test results and calculations):
a. at least seven (7) residuals samples should be collected at the time of use and analyzed for fecal coliforms during
each monitoring period. The geometric mean of the densities of these samples will be calculated and should be less
than 2,000,000 most probable number per gram of total dry solids, or less than 2,000,000 Colony Forming Units per
gram of total dry solids.
b. the residuals must be treated by one of the following "Process to Significantly Reduce Pathogens" (PSRP).
1. Aerobic Digestion - residuals are agitated with air or oxygen to maintain aerobic conditions for a mean cell
residence time and temperature between 40 days at 20°C and 60 days at 15°C.
2. Air Drying - residuals are dried on sand beds or on paved or unpaved basins for a minimum of three (3) months.
During two of the three months, the ambient average daily temperature is above 0°C.
3. Anaerobic Digestion - residuals are treated in the absence of air for a specific mean cell residence time and
temperature between 15 days at 35°C to 55°C and 60 days at 20°C.
4. Composting - using either the within -vessel, static aerated pile, or windrow composting methods, the
temperature of the residuals are raised to 40°C or higher for five (5) days. For four (4) hours during the five (5)
days, the temperature in the compost piles exceeds 55°C.
5. Lime Stabilization - sufficient lime is added to the residuals to raise the pH of the residuals to 12 after two (2)
hours of contact.
c. The residuals shall be treated by a process that is equivalent to a "Process to Significantly Reduce Pathogens (PSRP),
as determined by the permitting authority, based on an evaluation of the recommendations provided by the Pathogen
Equivalency Conunittee.
2. In addition, when residuals are being land applied at least one of the following vector attraction reduction requirements (a,
b, c, d, e, f, g, h, or j) described below must be met.
f, j Specify the letter(s) of the vector attraction reduction requirement that have been met (submit lab results, test
results and calculations). Any variation of the below must be described in full detail and attached.
a. Aerobic or Anaerobic Digestion - The mass of volatile solids are reduced by at least 38%. Volatile solids reduction
is measured between the residuals, prior to stabilization, and the residuals ready for use or disposal. This criterion
should be readily met by properly designed and operated anaerobic digestors, but not as readily met by aerobic
digestors. Treatment facilities with aerobic digestors may need to meet the vector attraction reduction requirement
through 18c or 18d.
b. Anaerobic Digestion - If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by further digesting a portion of the previously digested residuals in a bench scale unit for an additional
40 days at 30° C to 37° C. If, at the end of 40 days, the volatile solids are reduced by less than 17%, vector attraction
reduction is achieved.
c. Aerobic Digestion — If 38% volatile solids reduction cannot be achieved, vector attraction reduction can be
demonstrated by further digesting a portion of the previously digested residuals that have a solids content of 2% or
less in a bench scale unit for an additional 30 days at 20° C. If, at the end of the 30.days, the volatile solids are
reduced by less than 15%, vector attraction reduction is achieved.
d. Aerobic Digestion - The specific oxygen uptake rate (SOUR) shall be equal to or less than 1.5 milligrams of oxygen
per hour per gram of total dry solids at 20° C.
e. Aerobic Processes - The temperature of the residuals for at least 14 days shall be greater than 40° C. During this
time, the average temperature shall be greater than 45° C.
f. Alkaline Stabilization - The pH of the residuals is raised to 12 or higher by alkali addition and, without the addition
of more alkali, remains at 12 or higher for 2 hours and then at 11.5 or higher for an additional 22 hours.
r orm LARS 02/95 Page 4 of 18

g. Drying (stabilized solids) - The total solids of residuals that do not contain unstabilized solids, and which are
• generated iira primary wastewater treatment process, shall be equal to or greater than 75%. Blending with other
materials is not allowed to achieve the total solids percentage.
h. Drying (unstabilized solids) - The total solids of residuals that contains unstabilized solids, and which are generated
in a primary wastewater treatment process, shall be equal to greater than 90%. Blending with other materials is not
allowed to achieve the total solids percentage.
i. Injection — Liquid residuals are injected below the land surface, with no significant amount of residual present on the
land surface after 1 hour, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be
injected within 8 hours after being discharged from the pathogen treatment process.
j. Incorporation - Residuals that are surface land applied shall be incorporated into the soil within 6 hours of
application, unless the residuals are Class A for pathogen reduction. In this case, the residuals shall be incorporated
within 8 hours after discharge from the pathogen treatment process.
VI. RESIDUALS TRANSPORT AND APPLICATION:
1. How will the residuals be delivered to the application sites (leak proof trucks, etc.)?
See Attached Management Plan. Section I
2. What type of equipment will be utilized for land application?
See Attached Management Plan, Section L
3. How will the application of the residual be controlled to ensure that there is proper distribution over the site?
See Attached Management Plan. Section I'
4. Will the land application operation utilize a contractor who specializes in Residuals management or will the permittee
manage the program? ❑ Contractor; E] Permittee. If a contractor is utili7eft, provide the name of the firm,
a contact, address and telephone number:
, , LSITE EVALUATION AND RECOMMENDED LOADING RATES:
1. The following sites are to be used for land application under this permit application [please attach map(s), see 1.a]:
Site No.- County Owner/Lessee Application Areas [acres] Maximum Slope
(excluding buffers) (in percent)
See Sections III and IV
ova
Note: If more than ten (10) sites are to be covered by this application, please attach a form listing all of the sites along with
the information listed below.
a. A vicinity map must be attached. This map must show the location of each site in relation to at least two geographical
references and major intersection (numbered roads, named streams/rivers, etc.).
Form LARS 02/95 Page 5 of 18

b. For all new or modified sites, a detailed site location map must be attached delineating both total and buffered acres. This
map must be drawn to scale with topographical contour intervals not exceeding ten feet or 25% of total site relief
(whichever is more descriptive) and showing the property lines; all existing wells, all surface waters and drainage ways
and all dwellings within 500 feet if the land application areas and all buffers.
Note: The following buffers must be maintained. If residuals are sprayed on the sites, larger buffers may be required:
1. 400 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold for
surface residual application;
200 feet from any habitable residence or place of public assembly under separate ownership or which is to be sold for
subsurface residual injection.
2. 100 feet between the disposal area and any public or private water supply source, all streams classified as WS or B,
waters classified as SA or SB and any Class I or Class II impounded reservoir used as a source of drinking water. *
3. 100 feet between any surface residual application area and any stream, lake,' river or natural drainage way;
50 feet between any subsurface residual injection area and any stream, lake,lriver or natural drainage way. *
4. 50 feet between the residual application area and property lines for both surface and subsurface application (if the
original permit was issued with the buffer distance to property line as 100 feet, updated maps must be
submitted and new acreage delineated for the buffer to be reduced).
5. 10 feet between the disposal area and any interceptor drains or surface water, diversions (upslope).
6. 25 feet between the disposal area and any interceptor drains or surface water, diversions (downslope).
7. 25 feet between the disposal area and any groundwater lowering and surface!drainage ditches.
* SPECIFY THE NAME OF AND CLASSIFICATION OF THE CLOSEST DOWNSLOPE SURFACE WATERS (as
established by the Environmental Management Commission) TO THE LAND APPLICATION SITE(S). USE THE
ATTACHED INFORMATION SHEET (PAGE 9 OF 18) TO OBTAIN THIS INFORMATION.
Note: The maximum slope for land application of residuals is 10% for surface application and 18% for subsurface
application.
2. For each land application site, attach a soil evaluation by a soils scientist (the evaluation must be signed by the soil
scientist) which addresses soil color; the depth, thickness and type of restrictive horizons; the presence or absence of a
seasonal high water table or bedrock within three vertical feet of the deepest point of residual application; pH and cation
exchange capacity. If the depth to either groundwater or bedrock is less than three feet, please also attach a
demonstration, using predictive calculations or modeling methods acceptable to the Director of the Division of
Environmental Management, that the use of this site will not result in the contravention of classified groundwater
standards as contained in NCAC 2L.0200. In no case shall the separation be Less than one foot. This report must be
signed by the soil scientist and submitted with the application.
3. For each site, please attach a project evaluation conducted by an agronomist including recommendations concerning
cover crops and their ability to accept the proposed loading of liquids, solids, nitrogen, phosphorus, heavy metals, salts
and any other contaminant known to be in the residual. A part of the agronomists recommendations must be a crop
management plan. This plan must determine the crops to be grown on the site(s), when they should be grown and how
they should be harvested and marketed. This report must be signed by the agronomist and submitted with the
application.
4. Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with
any other significant parameter that has been shown to be contained in the residual:'
Standard Soil Fertility Test (which includes): pH
Acidity
Magnesium
% Humic Matter Sodium
Base Saturation (by calculation)
And the following Metals:
Arsenic
Cadmium
Chromium
Phosphorus
Calcium
Zinc
Lead
Mercury
Molybdenum
Potassium
Manganese
Copper
Cation Exchange Capacity
Nickel
Selenium
5. In order to assist DEM in the review of the proposed loading rates, please complete the calculations contained in the
attachment titled "Calculations Work Sheet" (beginning on page 11 of 18). If more than one residual is to be covered by
this permit, additional worksheets must be attached.
:irm LARS 02/95 Page 6 of 18

VIII. GENERAL INFORMATION:
I. Five (5) completecopies of the permit application and five (5) copies of all required, supporting information, including
cover letters must be submitted or the application package will be returned as ini omplete.
2. Please explain how access to the land application sites, by both people and animals, will be controlled following the
!
application of residuals:
1
See Management Plan, Section I
a. Animals shall not be grazed on the land application sites within 30 days after the application of residuals.
b. Appropriate measures must be taken to control public access to the land application sites during the active site use
and for 12 months following the last application event. Such controls may include the posting of signs indicating the
activities being conducted at the site. 1 1
I ,
3. Please explain the procedures that will be used to establish and maintain the buffers daring. the application process (i.e.
will the sites be flagged): See Management Plan, Section I
4. Please attach an executed "Agreement for the Land Application of Residuals to Private Lands" for each land application
site that is not owned by the applicant. A copy of the DEM approved form is attached If the applicant wishes to use a
different form or a modified form, prior approval must be received from DEM.
5. Each application site must be assigned a site identification number. 1
6. Attachments may be utilized to provide the information that is requested in this application form; however, if attachments
are utilized, their location should be so indicated on the application form. All attachments must be numbered to
correspond to the individual parts of the application that require the attachment. If1the attachments are part of a larger
document, a table must be provided that lists the locations of the required information.
Applicant's Certification
-'ob Stevens, attest that this application for Land Application Permit Modification: Town of Broadway; North Carolina
been reviewed by me and its accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments aieinot included, this application
package will be returned as incomplete.
Signature:
Date: 0 0
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
P.O. BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
\____J;m LARS 02/95
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
Page 7 of 18

Instructionso
_ Processing of this application will not be initiated until five (5) copies of all of the following items have been submitted in addition
five (5) copies of the completed application form. If any of the below items have been excluded from the package, please
�xplain.
1. Is a general location map included?
YES ®or NO ❑
2. Is a site map (drawn to scale) included which delineates total and buffered acres and shows all property lines, buffers,
existing wells within 500 feet, topography, drainage features and any surface waters?
YES ®or NO ❑
3. Is a vicinity map enclosed which clearly indicates the project's location with respect'to State roads and named surface waters?
YES ®or NO ❑
4. Is a signed soil scientist report included which defines the following:
a. field descriptions of texture, color and structure;
b. depth and thickness of soil horizons;
c. presence of any restrictive soil horizons or layers;
d. depth to seasonal high water table;
e. the hydraulic conductivity;
f. recommended loading rate for the site.
YES ®or NO ❑
Is a signed agronomist's report included which identifies the crop and loading recommendations for N P-K?
YES ® or NO ❑
6. Is the Crop Management Plan included in the application package?
YES ® or NO ❑
7. Has the Land Owner's agreement been completed and signed?
YES ® or NO ❑
•
8. Appropriate fee in accordance with 15A NCAC 2H.0205(c)(5)-(eff. February 1, 1993);;
New Applications, Modifications or Late Renewals $325.00
Timely Renewals with out Modification $205.00
YES ®or NO ❑
9. Five (5) copies of all reports, evaluations, agreements, supporting calculations, etc. must be included as a part of the
application package.
Form LARS 02/95 Page 8 of 18

07/25/2001 09:29 3365408235 S AND EC GS0
r '
PAGE 02
This firm must be 'completed bY, the appropriate Regional Office and included With the.
, . submission of the applicadon Package.
INSTRUCTIONS TO APPLICANT I
In order tudetermine the classification of the watershed in which these -land application activities will be located, you are required
to submit this fixm, with Items 1 through 8 completed, to the appropriate Division of EnvirOnmental Management Regional Water
Quality Supervisor (see attached listing). At a minitnum, yott mUst include an 8.5" by 11" copy of the portion ofa 7.5 minute
USGS Topographic Map which shows the subject surftice waters.. You must identify the location of the facility and the closest
downslope surface waters (waters for which you are requesting the classification) on the submitted map copy. The appRcation
may Rot be submftted until this form is completed and included with the submittal.'
1
,
1. Applicant (please specify the name of the municipality, oxporation, individual or ether):
7.
3.
4.
5.
6.
1
7.
lam2Likaisax
Name and completed address of applicant: Town of Broadway
-
P.O Box 130
City: proadway
Telephone number: [phone]
Project name: Land Avolicatiattor Broadway W%VTP ReliduaLs
Volume of residuals to be land applied 51 dry tons per year
Name of closest surface voters: See attached table
County (s) Where land application site is located: Harnett
Map name and date: See attached
8. Applicant signattne:
State: NC'. Zip: 27505
TO: REGIONAL WATER QUALITYSUPERVISOR:
Please provide the classification of the watershed where these land application activities will oxur, as identified OE the attached
map segment:
t
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
•
Form-LARS 02AS
Page 9 of 18
Date:
7/2 yo

Town of Broadway
New AlicaUon Sites
Field
Net
Acreage
Lat
k
Long
. .
Receiving
Stream
Water Quality
Classification
Initials of '
Regional Office ,
Date
County
2
1_2
35°27'
30.5"N
79°
01'
26.9"W
Hameft ,
3
6
35°291
35.911N
78°
59'
28.9"W
Harnett
I0OZ/qZ/LA
SEZ80179966
'OS 9 03 GNV S

On -Site Wastewater Section
Lsheville Regional WQ Supervisor
9 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancy
Division of Environmental Health Regional Offices (12/94)
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
910 486-1541
Fax: [phone]
Anson
Bladen
'umberland
arnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
910 771-4600
Fax: [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson . Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
704 663-1699
Fax: [phone]
Alexander
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
-,orm LARS 02/95 Page 10 of 18
'Raleigh Regional WQ Supervisor
P.O: Box 27687
Raleigh, NC 27611
,[phone]
Fax ',[phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilimington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilnungton, NC 28405-3845
910 395-3900
Fax: [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender

Calculations Work Sheet
This workslieet is designed to assist the Division of Environmental Management in reviewing this application as expeditiously as
possible. Its preparation in a complete and accurate manner is critical to this review. For permits that cover multiple sources of
esiduals or different residuals from the same source, use additional work sheets.
_ L List the specific residual that is covered by these calculations (place or process of origin)
Wastewater sludge from Town of Broadway Wastewater Treatment Plant
What are the total dry tons of this residual to be land applied each year?
Total Dry Tons = Gallons of Residuals * % Solids * 8.34 lbs/gallon
produced annually 100
Total Dry Tons =
2,000 lbs/ton
* * 8.34 lbs/gallon
100
2,000 lbs/ton
=100 Dry Tons per year
If the quantity of residual will vary significantly or if there will be larger initial application, please attach a detailed
explanation and provide calculations for each variation.
B. Complete the following calculations to establish the portion of the residual that is made up of the various parameters:
% Total Solids = 43.9
(Please note that all constituents are to be in total concentrations)
See Attached Page 11 A&B
PARAMETER
mg/L
_ % Solids
(Decimal)
= mg/kg
(dry wt.)
x 0.002
= lbs/dry ton
Arsenic
=
5.40
x 0.002
=
Cadmium
=
3.00
x 0.002
=
0.006
Chromium
=
25.00
x 0.002
=
0.050
Copper
=
1210.00
x 0.002
=•
2.42
Lead
=
72.00
x 0.002
=
0.144
Mercury
=
10.50
x 0.002
=
0.021
Molybdenum
=
17.00
x 0.002.
=
0.034
Nickel
=
20.00
x 0.002
=
0.040
Selenium
=
2.80
x! 0.002
=
0.006
Zinc
=
897.00
x' 0.002
=
1.794
.
Ammonia-N
=
1300.00
x0.002
=
2.600
Calcium
=
22,300.00
x0.002
=
44.60
Magnesium
=
x 0.002
=
NO3-NO2-N
=
130.00
x 0.002
=
0.260
Phosphorus
=
34,200.00
x 0.002
=
68.400
Potassium
=
2,570.00
x 0.002
=
5.14
Sodium
=
1,150.00
x 0.002
=
2.300
'KN
=
2,250.00
x 0.002
=
4,500
Form LARS 02/95
Page 11 of 18

Facility:
Location:
Contractor:
Type of Analysis:
Report No:
Date Sampled:
Date Reported:
Reporting Period:
Town of Broadway
Broadway, NC
Wastewater Treatment Plant
SAN01-04163
7/18/2001
7/20/2001
2001
Parameter
%
PPM
Dry Weight
Monthly
EPA
-Limits
Solids
43.90
Nitrogen (TKN)
0.225
2,250.000
Phosphorus
3.420
34,200.000
Potassium
0.257
2,570.000
Sulfate
Calcium
2.230
22,300.000
Magnesium
0.000
0.000
Sodium
0.115
1,150.000
Iron
---
Aluminum
---
40,300.000
Manganese
---
246.000
Copper
---
1,210.000
'1,500
Zinc _
---
- 897.000
2,800
Ammonia Nitrogen
0.130
1,300.000
Nitrate N / Nitrite N
0.013
130.000
Cadmium
---
3.000
39
Chromium
---
25.000
I 1,200
Nickel
---
20.000
420
Lead
---
72.000
300
Arsenic
---
5.400
I 41 •
Mercury -
" ---
- 10.500 --
17
Selenium
---
2.800
100
pH
7.500
-
Calcium Carbonate Eq.
---
. ---
I
Organic Nitrogen
-
I
Molybdenum -
---
17.000
j 75
Chloride
---•
Boron
1
Available P2O5 ,
j
11A

Wastewater Treatment -Plant
Town of Broadway
Wastewater Treatment Plant
2001
Date Reported: 7/20/2001 : Report No:
Note All Units in Pounds Per Dry Ton
Macro Nutrients
PAN Surf.
2.130
PAN Inj.
3.430
P
68.400
K
5.140
Lime
0.000
Secondary Nutrients
Calcium
44.600
Magnesium
0.000
Sodium
2.300
SAR
1.403
Chloride
0.000
Iron
0.000
Alumium
80.600
Manganese
0.492
Boron
0.000
Sulfur
0.000
I
SAN01-04163
Physical Characteristics
Solids
43.90
pH
i 7.500.
MetalS
Arsenic
1
0.011
Cadmium
0.006
Chromium
0.050
Copper
2.420
Lead
0.144
Mercury
0.021
Molybdenum
0.034
Nickel
0.040
Seleniun
'
0.006
Zinc
,
1.794
11B

C. Plant Available Nitrogen (PAN) calculations and land application area requirements:
CONSTITUENTS
Mg/Kg — DRY WEIGHT
TKN
2,250.00
AMMONIA-N
1,300.00
NO3-NO2-N
130.00
1. Mineralization Rate (MR) 30%
(These values can be established for the specific residual or default values can be used for domestic wastewater treatment
residuals. If actual values are established, attach the documentation. The default values are as follows:)
Unstabilized Primary and Secondary Residuals
Aerobically Digested Residuals
Anaerobically Digested Residuals
Composted Residuals
40%
39%
20%
10%
(If the default values are used, attach an explanation as to why to specific choseni default value is appropriate.)
2. Complete the following calculations for the application method proposed (please 'note, the Mineralization Rate [MR]
should be utilized in the following calculations as a decimal):
PAN for Surface Application
PAN = [(MR) x (TKN - NH3)] + 0.5 X (NH3) + (NO3-NO2-N)
PAN = [.03 x (2,250 — 1,300 )] + 0.5 x (1,300) + 130
PAN = 1,065 PPM Dry Weight
PAN for Subsurface Application
PAN = [(MR) x (TKN - NH3)] + (NH3) + (NO3-NO2-N)
PAN = [0.3 x (2,250 1,300)] + (1,300) + 130
PAN =1,715 PPM Dry Weight
3. Total PAN to be land applied per year
Total dry tons of residual to be land applied per year: 100
Total PAN in pounds = (PAN in mg/kg Dry Weight) x 2000 pounds/ton
per dry ton 1,000,000
= (PAN in PPM Dry Weight) x 0.002
= 3.43 pounds/dry ton/year
Total PAN in pounds = (PAN in pounds/dry ton) x Total tons of residual to be land applied
I
= 3.43 x 100
= 343 pounds/year
Due to the fact that organic nitrogen is mineralized slowly over time, the amount of nitrogen that comes available in years
following the initial application must be taken into consideration when calculating application rates for the subsequent
years. This being the case, please attach an evaluation of this factor and its impact on loading rates. Show the adjusted
PAN for at least five years. See Page 12A
The maximum adjusted annual PAN is 377.24 pounds/year.
Form LARS 02/95 Page 12 of 18

Residual PAN Calculation
Townd of Broadway WWTP
TKN
2,250.00
Organic=N
950.00
NH3
1,300.00
:. NH3 After. Volatilization
1,300.00
•. NO3.-NO2
130.00
Dry Toans,To Be!;Applled
100.00
Mineralization:Rate
0.30
Incorporation)
+ NO3-NO2] * 0.002
Initial Application and PAN (Injected/ Immediate
PAN= [min.rate (TKN - NH3) +(NH3)
First Year
,JMin Rate
, Organic-N
' NH3 After VOL,
bNO3-NO2
'PAN
no
'1bs/DT :,
0.30
950
1,300
130.00
1,715
3.43
Organic N Mineralized 1st Year 285.00 mg/Kg
PAN released from initial application above
, Year .
:Min Rate
(mg/Kg) .
Organic N-Released , ,
PAN Mineralized from Organic N
Initial Organic
,, .N: (mgfKg)'
;1st Year ; !
° .(mg/Kg)
2nd`:Year•
(mpg)
3rd Year
-(mg/Kg)
° 4th Year
, (mg/Kg1:.- ':
m gig ..'
. ..
, 7bs/DT...
2
0.15
950
285
0
0
0
100
0.20
3
0.08
950
285
100
0
0
42
0.08
4
0.04
950
285
100
42
0
20
0.04
5
0.02
950
285
100
42
20
9
0.02
Cumulative PAN Released over 5 year period from initial application 1,886.19 3.77
Acreage Calculations and Site Life
Dry tons to land apply 100.00 3.77 377.24 Maximum Adjusted PAN lbs/Year
Most limiting PAN Small Grains 100 377.24 3.77 Acreage Requirement
Maximum PAN Fescue 250 377.24 1.51 Acreage Requirment
Maximum Loading Rate 1.51 100 66.27 Maximum Application Rate
__._..
Pollutant
Ahcation pP '
Rate
lb s/DT offeach Pollutantas`
taken from.attached analysis ;
lbs polluntant
`"applied per ,
year•
-: Maximum Allowable ,
ConceutsattonBas s ed on
40,CFR,Part-503
- .c.
Site LifeYears ._ ,_ .__
Arsenic-
-66.27- -
- 0.01
0.72
36.00
50
Cadmium
66.27
0.01
0.40
34.00
86
Chromium
66.27
0.05
3.31
2,677.00
808
Copper
66.27
2.42
160.38
1,388.00
9
Lead
66.27
0.14
9.54
267.00
28
Mercury
66.27
0.02
1.39
15.00
11
Molybdenum-
66.27
0.03
2.25
89.00
39
Nickel
66.27
0.04
2.65
374.00
141
Selenium
66.27
0.01
0.37
89.00
240
Zinc
66.27
1.79
118.89
2,498.00
21
The limiting site life is 9 years.
The limiting pollutant is Copper
12A

4. Crop information on nitrogen uptake per year
Crop(s) (Division Recommendations) (Provide for the Crops Specified)
PAN (lbs/acre/yr) PAN (lbs/acre/year)
Alfalfa 200
Bermuda Grass (Hay, Pasture) 220
Blue Grass 120
Corn (Grain) 160
Corn (Silage) 200
Cotton 70
Fescue 250
Forest (Hardwood & Softwood) 75
Milo 100
Small Grain (Wheat, Barley, Oats) 100
Sorghum, Sudex (Pasture) 180
Sorghum, Sudex (Silage) 220
Soybeans 200
Timothy, Orchard & Rye Grass 200
Please provide the basis for the uptake rates used if different thandivision recommendations:
I I
5. -Total acres needed to land apply the pounds of available nitrogen calculated above
Total acres needed = maximum total pounds of plant available nitrogen (PAN)
pounds of nitrogen needed for crop *
See Page 12A
= 377.24
100
Minimum acres needed based on most restrictive PAN = 3.77 acres 1
* This value must be the value for the crop to be grown that has the lowest nitrogen uptake rate per acre.
I
If there are various crops that will only be utilized for certain sites, please attach the calculations for each site and
determine the total needed acres using the format outlined above.
D. Calculate the Sodium Absorption Ration (SAR)
(** This section must be completed in mg/1. To convert: mg/kg x % solids [as a decimal] = mg/l. **)
SAR = Na Milli Equivalent _ [0.5 (Ca Milli Equivalent + Mg Milli Equivalent)] °
CONCENTRATION (mg/1) - Equivalent Weight = Milli Equivalent of Ion
SODIUM (Na) (mg/1) _ 23
CALCIUM (Ca) (mg/1) _ 20 =
MAGNESIUM (Mg) (mg/1) -- 12 =
SAR = 1.403 See Page 11B
Form LARS 02/95 Page 13 of 18

If calculation sheets are being completed for more than one residual or site, please attachl a summary sheet that bring the
results of all the calculation sheets to one point.
E. iDetermine the Site Life for this Land Application Site: (See Page 12A)
The lifetime pollutant loadings shall not be exceeded. The site life is determined by calculating the number of years that the
site can receive the residual without exceeding the lifetime pollutant loadings. The site life calculations will be based on the
most restrictive crop plant available nitrogen (PAN) requirement specified and the maximbm dry tons of residual to be land
applied annually. Therefore, in the table below, the Tons of Residual to be Applied/Acre/Year will be calculated as:
1 Most restrictive crop based on the plant available nitrogen (PAN) requirement: Fescue
Associated plant available nitrogen (PAN) requirement: 250 (lbs/acre/year)
2. Minimum acres needed based on the most restrictive PAN (as found in C.5 above): 1.51 acres, based on max rate.
3. Dry Tons of Residual to be land applied per year: 100 dry tons per year
4. Tons of Residual to be Applied/Acre/Year = Dry Tons/Year of Residuals to be land applied 100
number of acres for land application 1.51
Tons of Residuals to be Applied/Acre/Year = 66.27
If any of the application sites are to be loaded at greater than the rate specified above,lplease specify the loading rate and
explain:
Tons of Residuals to be Applied/Acre/Year (different from above) _
Explanation:
In the table below, the highest annul loading (Tons of Residual to be Applied/Acre/Ton) specified above, will be multiplied by
the lbs/dry ton of each pollutant as found in B above. The Site Life can then be determined by:
Site Life (Years) = Allowable Lifetime Loadings (lbs/acre)
Projected Pounds to be Applied/Acre/Year
Pollutant
Tons of Residuals
to be Applied per
Acre per
Year
Lbs/Dry Ton of
Each Pollutant (as
found in Part B
above)
Project Pounds to
be Applied/Acre/
Year
Allowable
Lifetime Pollutant
Loadings based
on CEC. From
chart above
(lbs/acre)
Site Life (Years)
•
Arsenic
66.27
*
0.01
=
0.72
1 36
=
50
Cadmium
66.27
*
0.01
=
0.40
: 34
=
86
Chromium
66.27
*
0.05
=
3.31
: 2,677
=
808
Copper
66.27
*
2.42
=
160.38
i 1,3,88
=
9
Lead
66.27
*
0.14
=
9.54
267
=
28
Mercury
66.27
*
0.02
=
1.39
! 15
=
11
Nickel
66.27
*
0.04
=
2.65
, 374
=
141
Selenium
66.27
*
0.01
=
0.37
89
=
240
Zinc
66.27
*
1.79
=
118.89
2,498
=
21
Compare the nine (9) pollutants above and determine which pollutant that will result in the shortest life for this site.
The Limiting Pollutant is Copper.
The Site Life is 9 years.
oral LARS 02/95
Page 14 of 18

SECTION III
WAYNE KELLY FARM

a
WAYNE KELLY FARM
TOWN OF BROADWAY FIELD 2
Wayne Kelly has a small field he wishes to include in the Town of Broadway Land Application
Program. The field is located approximatelyl.5 miles east of BroadWay'at the Lee and Harnett
County lines. Field 2 of the Town of Broadway Program is accessible from Bradley Road. The
surrounding area for Field 2 is predominantly agricultural and sparsely populated. Field 2 totals
,
,1.2 net acres. The field is currently in fescue for hay production. If incorporation is used for
vector attraction reduction, application areas will be reseeded and application will be performed
during the spring and fall typical of fescue establishment.
The topography over field 2 varied from gently to moderately sloping. Buffer requirements for
setbacks from property lines, houses, drainage features, and surface waters have reduced the
useable acreage in field 2. However, the net acreage for field 2 should be considered useable for
land application purposes. Refer to "Buffer Maps" and "Field Data Sheets" for specific buffer
requirements and acreage totals.
The soil scientist evaluation was performed by Mr. Wendell Overby, an S&EC soil scientist.
Preliminary soils information for this site was obtained from the Harnett County Soil Survey.
Soil borings performed on the, site yielded a slightly shallower Cecil soil than noted in the
Harnett County Soil Survey. Field 2 is suitable for year round application.)
Both the soils and the crops for these fields should be able to assimilate
the proposed loadings of
liquids, solids, nitrogen, phosphorus, heavy metals, and salts known to be in the residual. This
assessment is based on the residual analysis provided, the planned application rate, proper crop
management guidelines and adherence to permit requirements. Planned nitrogen loading rates
i .
should be limited to permitted crop specific rates as identified in the Management Plan (Section I
of this document). Soil pH for mineral soils should be maintained above 6.0 and at levels to
ensure optimal crop production. Nitrogen is considered the most limiting characteristic of these
residuals, however soil tests should be reviewed annually to identify any changes in the nutrient
status of the soil.

Any animal grazing rotations and management practices should be evaluated prior to each
application to account for changes in the proposed crop rotation, and and use objectives. Crop
management guidelines that will be of importance for this site will be:
• timing of application events with plant nutritional needs and periods of plant dormancy,
Y,
• split application to prevent hydraulic overloading or nutrient leaching,
• performance of proper stabilization methods to fit crop and soil
needs,
• incorporation or injection of residual solids on fields that have a high incidence and
proper timing of flooding,
• maintenance of proper vegetative cover on more sloping areas with runoff potential, and
• proper coordination between application events and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields, however supplemental fertilizer will be necessary to
provide acceptable crop growth. By using standard agricultural practices for the management of
forage and crop production, the operator should see significant benefitsfrom the application of
residuals. In turn, these well -maintained fields should provide good assimilation of the plant
available nutrients contained in the residuals and afford an environmentally safe means of solids
disposal and nutrient recycling.

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5EZ801759EE 69 :EI TOM/51/90

06/18/2001 13: 59 - 3365408235 SAND EC GSO
PAGE 03
-. ,..
TIPIZATIONS - 1:
1. The landowner or his representative hereby authorizes the Permittee, County and State Officials or their -.
_ representatives to inspect each parcel of property prior to, during and after 'residual application and to
establish monitoring facilities on or near the application, site as required by the residual land application
permit. : ,
I
2. , The landowner or his renresentative authorizes the Permittee , Countyand State Officials or 'their
. ;
representatives to take necessary soil, surface and ground water samples dtiring the term of and twelve
. (12) months after termination ot this AgreemeM.
3. The Permittee will provide each landowner or his representative with a copy of the land application •
permit as issued by the N.C. Department of Environmental Health and Natical Resources (IslcDEHINTR) _
Division of Envirorimental Management (DEM) for the land described aboVe prior to commencement of
residual application. The NCDEHNR.-DEN4 permit will specify maximum application rates, limitations -
and other restrictions prescribed by the htws and regulations..
. i
4. The Permittee has provided the landowner or his representative with informatiOn and data ccricernin,g- the :
.
program for land application of resit:Walk to privately owned landawhich inch* an analysis of
constituents of tbe residual, residual application rnethodi and Schedules for typical cropping patterns and
a description of the.equipment used by the Permittee for residual applicatiOn I
5. The Permittee writ furnish each landowner or his representative with a copy ofthe results of each soil
; 1
analris•
6. The site shall be adequate limed to a soil pH of at least 6.0 prior to residual application Residuals may
be applied to sites with a pH ofless than 6.0 provided a sufficient amount of lime is also applied to
achieve a final pH of the lime, residual and soil mixture of at least 6.4:
7. The landowner or his representative will inform the Permittee °fatty revisi�ns or modifications to the
intended use and cropping patterns shown above prior to each planting season Ito enable the Puttee to
amend this Agreement and schedule applications at appropriate pert*. Within the hats cEthe-
NCDEHNR-DEM permit, the owrer or his representative and the Permittee will determine residual
application rates and schedules based on crop patterns and the results of soil samples, .
8. Crops for direct human consumption shall be harvested in accordance with thelconditions ofthe permit.
9. The landowner or his representative or successors shall adhere to the ,provisions of this Agreement for a
period of eighteen (1 8) months from the date of the most recent residualaPplication.
1 O. Appropriate measures must be taken by the Permittee orLand Owner (Lessee) to control public access to
the land application sites during active site used and for the talve (12) month period following residual
application. Such controls may include the posting of was indicating the activities being_conclucted et
each site.
1 1. Specific residual applicatiOn area boundaries shall be clearly marked on each site by tbe Permittee or
Land Owner (Lessee) prior to and during application.
12. Should the landowner or his representative lease or otherwise permit the use oil& land by a third party,
the landowner shall be responsible to insure the third party agrees andcomPlieS with the terms and
conditions of this Agreement 1 ,
1 3. The existing lessee, if any, of the sites agrees, by execution of this Agreen3ent, to comply with all
provisions of this agreement.
Fenn LARS VAS
Pits 16 elf!

06/19/2001 13:59 " 3365408235
%s AND EC G,50
PAGE 04
(
14. This Agreement shall be binding On the grantees, the successor and asaigos of the parties hereto with
reference to the subject matter of this Agreement.
15. Animals should not be grazed on residual applied lands within a thkty.(30) Jay period following the
residual application. Application sites that are to be used for grazing shall have, fencing that will be used
to prevent access during these periods after each application. -
16. Prior to a transfer of this land to a new owner, a permit modification must be requested and obtained
from the Division of Environmental Management. The request shall contaiii appropriate fees and
agreements. In addition, a notice shall be given by the ctirrent landowner to the new landowner that:
gives full details of the materials applied or incorporated at each site.
17. Any duly authorized officer, employee or representative of the Division of Fnvironmental Management
may, upon presentation of credentials, enter and inspect any property, premise or place on or related to
the application site and facility at any reasonable time for the purpose of determilag compliance with
this permit; may inspect or copy any records that mast be kept imder the terms and conditions of this
permit; or may obtain samples of groundwater, surface water or leachate.
/ 8. The landowner shall not enter into any additional waste disposal contracts or agreements with another
municipality, contractor or other permitted entity for the laud specified by this Agreement. The land
application of any additional wastewater residual sources, other than the residuals specified -by this
permit, is prohibited. -
#4**********************•**•***•.......***********.*******
RESTRICTIONS;

06/19/2001 13:59
3365408235
S AND EC GSO
PAGE 05
*•*•***f******s***•***•******••.*****••******************
/ have read this land owner's agreement and do hereby grant
permission to the P , " _. o apply s ' ' to my lands as specified herein
Date
North Carolina, _ e T County
I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
Witness my hand and official seal this day ofo 6 1
Notary Public: . 9J-
My Commission Expires: .9\ o ,,_k. 3 0 6 a.
Seal:
*****************$*$***$se*$$••••..*****•**************
• 't — tIJ.wf4 OW. have read this landowner's agreement and do
hereby agree to = ► by the stipulations and restrictions as specified herein.
T6A41-14 61
Lessee
fo zk o
Date
* * • * * * * * * * * * * * * * • h * * * * * * * * * • * * * * * * * * * * * * * * * * * * * * * * * * * * *
I, have read this land owner's agreement and do hereby
agree to abide by the stipulations and restrictions as specified herein.
Form LARS e2/95
Permittee
Date
Pep 1$9fla

Town of Broadway
Field 2
M �^
Streets98
Copyright ©1988-1997, Microsoft Corporation and/or its suppliers. All rights reserved. Please visit our web site at http://maps.expedia:com.
Page 1

-i.ame: BROADWAY QUAD MAP
Date: 7/9/2001
Scale: 1 inch equals 2000 feet
viitY rJe KELL..Y
Location: 035° 27' 30.5" N 079° 01' 26.9" W
Caption: Town of Broadway
Field 2
Copyright (C) 1997, Maptech, Inc.

. TOWN OF 3-ROADWAY -S0,11_ V
"Th
S8z
EC
/ -
3 n D
2000
0
AP 1
2000
=1•1:=1.11M1
I H
Soil & Environmental Consultant, PA
FMB Kn. 10434 Proyerity Church Rood • Charlotte, North Cmlin 401160
Phone [phone] Fax [phone]
- I
FaB
Ryesy

/
_ _ •
GRAPHIC SCALE
i• 400.
2iiamit221:,143.
LEGEND
PROPERTY LINE
UNSUITABLE /
BUFFERED AREA
o SOIL BORING
x x x FENCE
FARM ROAD
r--r., WOODS LINE
POND
11110010T
04-1000
111020001100.
0110011137
NNW 1110011
=ALS
p .400
IVA
CO
g q
I

TOWN OF BROADWAY
HARNETT COUNTY
WAYNE KELLY FARM
Field
Net
Acreage
Soil
Symbol
Soil Description
Crop
2
1.2
CeD
Cecil fine sandy loam, 8 to 15 percent slopes
Fescue

SOIL EVALUATION FORM
• Step
EC
Soil 8z Environmental Consultants, Inc.
38I7-E Lawndale Drive • (ireensboro, NC 17455 • Phone: (3J6) 54U-8254 • Fax: (336) 54U-K235
www.SandEC.com
Project Name / wN >i= .8,e079,94,AY
Owner
Operator
Slope - /z
Ai4Y/-/6- 1K6 LLY
Sample No.
2.
Project Number
Tract/Site
Field
Crop
2
FEscue
Cfiifs fen
nis'11€€11€€ €=
AP
t.
�-5
-11
-fst
.5CL
7sye y/c
7..5YR4
Wk'1Gr
W� mSA6
Fri-
May cks
8E /
/z-2y
CL.
25YeV/P
MoMs,B
slstsiP1
etA
DC
CL
CL
Z 5Y, Ve
s ye
{✓� m sons
//
2.sY 6/2, 1sY d/9
Zsr/Y2.5tr%
sY *
on, Md14 M1.Pr✓y4 DIS7,-vc1
Additional Comments 1
/yogic/ S✓2FAL, �ra,GE/d (OF,'-Srr6) ,'#'Y as ;W,rn,v 1440=
Depth to Apparent Water Table (in.) H/4 Depth to Seasaonal Water Tablel(in.) N fR
Depth to Restrictive Horizon (in.)
Most Closely Related Soil Series
Discusion of Site
N /4 Type of Restrictive Horizon
CECJL
Ai/4 .
5-4-V /5 04 roNCE? /, 7.100O Ca/67e C20/P
Deep SveP/Icd- /YeC/ roira.
Signed
Date

. . . . NCDA A rr- - )rn ic Pivision 4390_ Reedy Creek 130,4 ,Ralgigb,..ric 27.5Q11.04,r- 110,35,20.5.5,,,. i-;",,,.d.-:',;;;:. ,..'- ..;. ,-., ,:;:. ,, ._ , , .1000:11 NQ:. '5+; :
, r
/Grower.' Buchanan, Craig Copies to: County Exter..,...., Jirector
PO Box 130 Overby, Wendell ..
Broadway, NC 27505
•
I, , 9,4. oil TestReport Farm: • s
7/ 9/01 SERVING N.C. CITIZENS FOR OVER 50 YEARS Harnett County
Agronomist Comments: C --;12,3
The heavy metal concentration is within the limits of acceptable levels and should pose no threat to crops grown on this land. The heavy metal results are shown on a separate report. Note
low phosphorus in sample 002. Phosphorus should be applied to achieve optimum growth of the crop. Refer to the recommendations shown below for any lime or fertilizer that may be
needed to sustain normal cropgrowth: M. Ray Tucker, Agronomist • . •
FieldiifPOfiatiOf'.7:::1,- Ti*10:011:::
A.04/.00V,M,OtAleVAG,:graV,Ikaa-PrgeiNRI4tia:Veei',V;.14,Z2-I':.
Sample No. Last Crop
002 Fes/OG/Tim,E
V-JAyhi 14.€ l It./
Mo Yr T/A
Crop or Year Lime 5 0 Mi Cu Zn 'B See Note
1st Crop: Fes/OG/Tim,M .5T 120-200 80-100 0-20 0 0 0 0 12
2nd Crop:
Test Results 1 . , .
Soil Class HM% WN CEC BS% Ac pH P-1 K-I Ca% Mg% Mn-! Mn-AI (1) Mn-AI (2) Zn-1 Zn-Al Cu-1 S-I SS -I NO3-N NI-h-N Na
MIN 0.6 1.13 5.2 75.0 1.3 5.6 20 80 46.0 22,0 339 220 68 68 53 36 0.0
Ei610.,(000140W-::: ; ..,
ggligtM.
ROgilttbiatitak0Val.aZgli:!U7r:OanaiTatiagiliggefigfe4-6,ZiRia .:-...::';'''. :' - .. ,.;:.Z
Sample No. Last Crop
003 Soybeans
Mo Yr T/A
Crop or Year Lime N 105 K0 Mg Cu Zn B Mn. See Note
1st Crop: Small Grains 0 80-100 0 0 '0 0 0 0 3
2nd Crop:
Test Results
Soil Class HM% WN CEC BS% Ac pH P-1 K-I Ca% Mg% Mn-! Mn-Al (1) Mn-Al (2) Zn-1 . Zn-Al 'Cu-1 S-1 SS-1 Nh-N NI-h-N Na
MIN 0:66 1.31 6.4 81.0 1.2 6.1 76 132 52.0 18.0 151 99 125 125 227 39 0.1

SECTION IV
WILLIAM BUCHANAN FARM

WILLIAM BUCHANAN FARM
TOWN OF BROADWAY FIELD 3
William Buchanan has a field he wishes to include in the Town of Broadway Land Application
Program. The field is located approximately 0.5 miles south of Buckhorn Road 4 miles northeast
of Broadway at the Lee and Harnett County lines. Field 3 of the Town of Broadway Program is
accessible from Buckhorn Road in Harnett County. The surrounding area for Field 3 is
predominantly forested, agricultural and sparsely populated. Field 3 totals 6.0 net acres after
buffer requirements are met. The field is currently in a soybean / small grain rotation.
The topography over field 3 varies from nearly level to gently sloping. Buffer requirements for
setbacks from property lines have reduced the useable acreage in Field 3. However, the net
acreage for field 3 should be considered useable for land application purposes. Refer to "Buffer
Maps" and "Field Data Sheets" for specific buffer requirements and acreage totals.
The soil scientist evaluation was performed by Mr. Wendell Overby; an S&EC soil scientist.
Preliminary soils information for this site was obtained from the Harnett County Soil Survey.
Soil borings performed on the site yielded a slightly shallower Cecil 'soil than noted in the
Harnett County Soil Survey. Field 3 is suitable for year round application.
Both the soils and the crops for these fields should be able to assimilate the proposed loadings of
liquids, solids, nitrogen, phosphorus, heavy metals, and salts known tb be in the residual. This
assessment is based on the residual analysis provided, the planned application rate, proper crop
management guidelines and adherence to permit requirements. Planned ;nitrogen loading rates
should be limited to permitted crop specific rates as identified in the Management Plan (Section I
of this document). Soil pH for mineral soils should be maintained above 6.0 and at levels to
ensure optimal crop production. Nitrogen is considered the most limiting characteristic of these
residuals, however soil tests should be reviewed annually to identify any changes in the nutrient
status of the soil.

Crop management guidelines that will be of importance for this site will be:
• timing of application events with plant nutritional needs and periods of plant dormancy,
I
• split application to prevent hydraulic overloading or nutrient leaching,
• performance of proper stabilization methods to fit crop and soil needs,
• incorporation or injection of residual solids on fields that have a high incidence and
proper timing of flooding,
• maintenance of proper vegetative cover on more sloping areas with runoff potential, and
• proper coordination between application events and crop harvesting.
The results of the soil analysis for these fields, included in this report, indicate no gross
deficiencies in the fertility of these fields, however supplemental fertilizer will be necessary to
provide acceptable crop growth. By using standard agricultural practices for the management of
forage and crop production, the operator should see significant benefits from the application of
residuals. In turn, these well -maintained fields should provide good assimilation of the plant
available nutrients contained in the residuals and afford an environmentally safe means of solids
disposal and nutrient recycling.
Soil Scientis

North Carolina Division of Environmental Management
Agreement for the Land Applications of Wastewater Residuals
to Private Lands.
Pandtee :
Conrad Petsor
Address ofPcrmittee: 2e% /30
List of Wastewater Residuels to be Applied to these Lads:
4ic
Site m limber: Tocto1 .31-4a1 PUc'e,
Field Number: 3
Location of Land to be Used for Residual Application (include map for each site):
els Creek Li
Omar ofProperty used far Residual Application: 60 d/
Lessee of Property (if appropriate): way
Patterns: 5 11.G� ,n — ss �, he
Land Use or Cropping a !�
yeif. i Csri •-
Intended Use a Disposition of Craps: A r Q eS a rev) `
0,76 A (idiot Pt
The redesigned land owner, or his representative, hereby pamits ll .
i
sots
COp yt
ease
**1**************,••**0*0
hereinsla referred to the Pamittee, to apply the above listed residuals onto the land st `e location shown as described herein in
accordance with the restrictions and stipulatioas as given below.. The bmdo vier err his receives, In consideration,
full use of the nutrient value ofthe applied residuals while the Permiteee receives, in oansideratiaa, the use of the land daubed
above for the disposal of wastewater residuals. This agreement shall remain in effect far jthe length ofthe Divisfm of
Envis,00mental Management band application permit and shall be renewed each time the land'epplicatioa permit is renewed. The
undersigned land rimer or his representative and the Permitter agree to abide with the following restrictions and stipulation until
such time sa written notification, given thirty (30) days in advance, modifies or cancels ibis Land Owner's Agreement.
Notification of cancellation of ibis agreement shall be immediately forward to
Fenn LARS 02/95
Division of Environmental Management
Permits and Engineering Unit
Post OBI= Banc 29535
Raleigh, North Carolina 27626-0535
Pate 15 of is

06/19/2001 l is 07 77G JYV
T� S County State Officials or their
landowner or his representativeauthorizes the Permittee, licati al or h
1. representatives ° to each parcel off property prior to, during� afterapplication
the residual land application
o
establish monitoring �cilities on or near the application site as required by
permit. ciathz
2. The landowner or his representative authorizes the Perznittee, County State Of Offiteam ls or r and
twelve
ir
representatives to take necessary soil, surface and ground water samples
dmiog (12) months after termination of, this Agreement. of the land application
provide each landowner or his representative with a copy CDEn
3, Theitissued
Permittee byl of Environmental Health and Natural R (N
permit as the N.C. Department
(DEM) for the land descnbed above prior to co of
Division of Em►iro Management will specify maw application rates, limitations
residual application The NCDEHNR DEM permit
and other restrictions prescribed by the laws and regulations.
eve with infoimation and data concerning the
4. The Permittee has provided the landowner or his reprovvned Iands which inchndc an analysis of
program for land application of residuals to privately i teal cropping l and
constituents of the residual, residual application methods and schedules typical
a description of the equipment used by the Permittee for residual application.
5. The puttee will fuunish each landowner or his representative with a copy of the results of each soil
•
aneYsis
6. The site shall be adequate hind to a soil pH of at least 6.0 prior to re'aidual application. Residuals may
be applied to sites with a pH of less than 6.0 provided a sufficia it amount of lime is also applied to
achieve a final pH of the lime, residual and soil mixture of at least 6.0.
7. The landowner or his rye will inform the Permittee of my revisions or modifications to the
intended use and cropping patterns shown aboVe prior to each planting season to enable the Permittee to
amend this Agreement and schedule applications at appropriate periods. ,Within the limits affix
NCDEHNR-DEM permit, the owner or his representative and the Permit will determine residual
application rates and schedules based on crop patterns and the results of soil samples.
8. Crops for direct human consumption shall be harvested in accordance with the conditions of the permit.
9. The landowner or his representative or successors shall adhere to the provisions of this Agri for a
period of eighteen (18) month from the date of the most recent residual'appilcation.
10. Appropriate measures must be taken by the Permittee or Land Owner (Lessee) to control public access to
the land application sites during active site used and for the twelve (12) tioonth period following residual
application. Such controls may include the posting of signs indicating the activities being conducted at
each site.
11, Specific residual application area boundaries shall be clearly marked on each site by tbe Permittee or
Land Owner (Lessee) prior to and during application
12. Should the landowner or his representative lease or otherwise permit the use of the land by a third party,
the landowner shall be responsible to insure the third party agrees and complies with tbe terms and
conditions of this Agreement.
13. The existing lessee, if any, of the sites agrees, by execution of this Agteet► to comply with all
provisions of this agreement.
Form LARS 02115
Fags 16of1B

14. This Agreement shall be binding on the grantees, the suc.eesser and assiOs Of the Pardes hereto with
• - reference to the subject matter ofthls Agreement.
, .
15. Animals should not be grazed on residual applied lands within a thirty (30) day period following the
residual application. 'Application sites that are to be used for grazing shall have tbncing that will be used
to prevent access during these periods after each application.
16. Prior to a transfer of this land to a new owner, a permit modffioationnmst be requested and obtained
from the Division of Environmental Management. The request shall contain appropriate foes and
agrements. In addition, a notice shall be given by the current landowner tO, the new landowner that
gives full details of the materials applied or incorporated at each site.
1 '
17. Any duly authorircd officer, employee or representative of the Division,of Envhomnental Managenient
may, upon presentation of crederdials, enter and inspect any property, premise or place on or related to
the application site and facility at any reasonable time for the purpose of determining compliance with
this permit; may inspect or copy any records that must be kept under the terms and conditions of this
permit; or may obtain samples of groundwater, surface water or leach*.
18. The landowner shall not enter into any additional waste disposal contraetsi or agreements with another
mimicipality,'Contractor or other permitted entity for the land specified by this Agreement. The land
application of any additional wastewater residual sources, other than the residuals specified by this
. permit, is prohibited. . !
********••*vip. 0,910•***41•*••48***•••••41.0******************•
RESTRICTIONS:

136/19/ 2Iddi
• * * * * * * so • * * * • e • • * * * *.• • * * * * • • * * * * * * * * * 0 * * * 10 •
ee have read this land owner's agreement and do hereby grant
permission to the Permittee to apply slud,gehrsidual to my lands eis specified herein.
Land Owner
/ I
Data
North Carolina, _
I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instnnwitt.
County
Witness my hand and official seal this day of
Notary Public:
My Commission Expires:
Seal:
• "")4.13...^_"..3--e—
My torTirillsstioii 5xplres 86.;Acii'lfr 73, 2e69
**** ******** *se*** ******.tim•******************
1, TP5(trtierg4 •
ve read this landoviner's agreement and do
hereby agree to abide by the stipulations and restrictions as specified herein.
55Kaa Or"
LCSSeC
: I
7,00R,
Date
• * • * * * * * * * * * • * • 4. • * * • • • • • • * * * * * * * 0 * * * * * * * * * * * * * * *
have read this land owner's agreement and do hereby
agree to abide by the stipulations and restrictions as specified herein.
Perm LAPS V2/95
Permittee
Date
Pap II or

Town of Broadway
Field 3
w
Streets98
Copyright 01988-1997, Microsoft Corporation and/or its suppliers. All rights reserved. Please visit our web site at http://maps.expedia,com.
Page 1

•
Name: COKESBURY Qum)
Date: 7/9/2001
Scale: 1 inch equals 2000 feet
4't
Name: MAMERS cPvAt7 KAP Location: 035° 2935.9"! N 078° 59' 28.9" W
Date: 6/29/2001 Caption: Town of Broadway
Scale: 1 inch equals 2000 feet WILLIAM BUCWAVAW Field 3
Copyright (C) 1997, Maptech. Inc

TOW\ OF
FIELD 3
EC
30A3WAY SOIL IV
..1
S& Soil & Environmental Consultants PA
FMB es 1, 902134 l',...jamity Church Road • Charlotte, North Carolina sem
Pbcoe [phone] Fix (704) 71M-E1408 '
0 00
2006
I
AP 2
Lc

3UCKHORN ROAD
400
GRAPHIC SCALE
111 = 400'
0
40o 800
S8c
EC
TOW\ OF 3ROADWAY
WLLAV 3UCHANAN FAV
FIELD 3 SUFFER VAP
COKESBURY
NANERS QUAD VAPS
Soil & Environmental Consultants, PA
!r m. i-1 Fes.* o.d .r • O..Wb. Norio Owning MO • now porn, -I • rmCThq •7Di0
WOODS
WOODS
JOB NO.
4-1050
PROJECT MGR.
B.B.
DRAWN
W.O.
FIELD WORK
W.O.
SCALE
111 = 400'
FILE

TOWN OF BROADWAY
HARNETT COUNTY
WILLIAM BUCHANAN FARM
Field
Net
Acreage
Soil
Symbol
Soil Description
Crop
3 -
6.0
CeB
Cecil fine sandy loam, 2 to 8 percent
slopes
Soybeans

SOIL EVALUATION FORM
S&
EC
Project Name
Owner
Operator
Slope
Soil 8z Environmental Consultants, Inc.
3817-E Lawndale Drive • Greensboro, NC 27455 • Phone: (336) 54U-82S4 • Fax: (336) 54U-8235
. www.SandEC.com
ftv„/ OF dieuADWAY
41-1i1 Li "tr,, • f3t,CKi9w4A✓
2-8%
Sample No. ,3
Project Number
Tract/Site
Field
Crop
y- /0S'ty
3
Soy54A,/S
ii::i:i:'5:::ii
kizan
:iiiiiiiiiiii�x�
:i�3Ti{7
AP
4-6
fsct
?5YQ V
Wk MGr
,•, blc
,
/'7any roofS1ss,u // rocs
it /
7 N
c
sy2'Ve
/i9rMsAB
ff' Sf P/
Be 2
25-3/
CL
2.5YR 0
A II'1SAe
f 3f P1.
14SeMcc G( coif roc_
/0e`1/'3
C'onwo-NMul•n. Du, al
.
Z3C
32- yZ
CC.
2. SYQ 0W
k M5/16.
1.- 51 Pt
1
I so ft A oG.(G
log "/3
M4.,f Ak,l,�n A,,1,,,,lrl
15Yfl8
(;w me Paff,cf,
.
Additional Comments
Sv?FAC( RocKS.
Depth to Apparent Water Table (in.)
Depth to Restrictive Horizon (in.)
Most Closely Related Soil Series
Discusion of Site
NM Depth to Seasaonal Water Table
,,rfo
it
C&c/L
Type of Restrictive Horizon
(in.) iv/A
Rac e
12Q/2 A7,4,AldermAlu7 At rea mv,./ ?goP5. /Vo ScncfCfri 1,-11it-r2S iveifRaY
thiFFtle- I 2 r'!_ f
Signed
Date
/z,f/a

•
NebA A� 'in* Division 4. .( Reedy.Creek Road,< Raleigh,,NC 27607- 64E 91; .)'733 2655 ., ., ..,, -, ; :'1: .. . '.,:.;ePart"NO:. r4::: „ .
_
.,, C n ,,
r�ooest
., _.
7/ 9/01 SERVING N.C. CITIZENS
Grower: Buchanan, Craig Copies to: County Extension Dire.ctor
PO Box 130 Overby, Wendell
Broadway, NC 27505
Report Farm:
FOR OVER 50 YEARS Harnett County
Agronomist Comments: C .-- 12, 3
The heavy metal. concentration is within the limits of acceptable levels and should pose no threat to crops grown on this land. The heavy metal results are shown on a separate report. Note
low phosphorus in sample 002: Phosphorus should be applied to achieve optimum growth of the crop. Refer to the recommendations shown below for any lime or fertilizer that may be
needed to sustain normal crop growth. M. Ray Tucker Agronomist
F:ield`:Information« ,
A plied -Lime
po
RecmYn oendations �,. .._ .., _ .., , ..,
Sample No. Last Crop
002 .Fes/OG/Tim,E
gei(,1 . •
M Yr T/A
-
Crop or Year Lime N P105 KO Mg Cu Zn B Mn See Note
-
1st Crop: Fes/OG/Tim,M .5T 120-200 80-100 , 0-20 0 0 0 0 12 •
2nd.Crop
jhte
Test Results r
Soil Class HM% WN CEC BS% Ac pH P-1 K-! Ca% Mg% Mn-! Mn-A! (1) Mn-AI (2) Zn-! Zn-AI Cu-I S-! SS -I NO3-N Nl-h-N Na
MIN 0.6 1.13 5.2 . 75.0 • 1.3 5.6 20 80 46.0 22.0 339 220 68 68 53 36 0.0
Field Information :z {
A .lied Lime
Recotnrnendations..J1,C .4.• •,.. : , .... , ._t .,... .. _ .. _ .,,, . , . .. ,
Sample No. LastCrop ,
003 Soybeans
0 11; AAA..-b we1.eNRn1
Mo Yr T/A
Crop or Year . Lime N P105 IC0 Mg , Cu Zn B Mn See Note
1st Crop: Small Grains 0 80-100 0 0 0 0 0 0 3
2nd Crop: •
Test Results.
Soil Class HM% WN •CEC .BS% •Ac pH P-1 . , K-I Ca% Mg% Mn-I Mn-Al (1)Mn-Al (2) Zn-1 :. Zn-AI Cu-! S-I SS-1 Ner-N NH-N Na
MIN 0.6,6 1.31 6.4 r 81.0 1.2 6.1- 76 132' 52.0 18.0 151 99 125' • 125 227 39 0.1

SECTION V
REQUIRED MONITORING DATA
RESIDUAL ANALYSES
PATHOGEN ANALYSES

MAR— 10-99 WED 12:28 PM TOWN. OF. BROwliwY
717; GG 77GG
P.02
•
Client il: S0107
Broadway, Town of
PO Box 130
117 S Main Street
Broadway, NC 27505
Attn: James Davis
Our Lab#:
Date Logged In:
Sample Type:
Project #:
MEL99-02200
2/19/99
Soil/Sludge
02137
Alma ErroiroasootralLaboratories,lac.
- CERTIFICATE OF ANALYSIS -
:Report Date: 05-Mar-99
Phone: [phone] E1tt:
FAX ; [phone]
Your Sample ID; Drying Bed
Sample Source: TCLPExtract
Client Project 0:
Date Submitted to Lab: 2/19/99 PO#:
- COLLECTION INFORMATION -
Date/Time/By: 2/17/99 2:20 PM J.F. Davis
EPA Method Analyst prep Date
8081 SH 2/24/99
CAS Number
57-74-9
8001-35-2
Analyst
EPA Method
8240 JSM
CAS Number
71-43-2
56-23-5
108-90-7
67-66-3
107-06-2
75 354
78-93.3
127-184
79-01-6
75-01-4
EPA Method Analyst
8270BNAc NLL
CAS Number
58-89-9
106-46-7
Analysts Date
3/1/99
Parameter
Chlordane(Total)
Toxaphcne
Prep Date
Analysis Date
3/2/99
Parameter
Benzene
Carbon tetrachloride
Chlorobenzene
Chloroform
1.2 Dichloroetbane
1,1-Dichloroethene
Methyl ethyl ketone
Tetracbioroethene
Trichloraethene
Vinyl chloride
Prep Date Analysis Date
2/24/99 3/2/99
Parameter
gaauna$SC (Undone)
1.4-Dichlorobeazene
Remit
I < 0.003 mg/1
<0.050 mg/1
I '
Result
j <O.005 mg/1
i <0.005 mg/1• •
< 0.005 nisi]
• <0.005 mg/1
<0.005 mg/1
<0.005 rag/1
. I <0.050 mg/1
<0.005 mg/1
< 0.005 mg/1
<0.910 mg/1
Typical Report Limit
0.003
0.05
Typical Report limit
0.005
0.005
0.005
0.005
0.005
0.005
0.05
0.005
0.005
0.01
Reinit . TypicalReport Limit
I<0.003 mg/1 0.003
< 0.002 mg/1 0.002
Sample ID: Drying Bed • Lab NwnberMEL99-02200
6878 S. STATE ROUTE 100 • P.O. BOX 76 • MELMORE. OH 44845-9999
PHONE [phone] • 1-800-858-8869 • FAX [phone]

• MARc l la: 77
W C1)
1L :L7 r1'1 1 114 . Ur. tS KIJ h71.1
7 1 7 G. J o 7 7 L L
. es
•
•
,4ra Thch Elroirowwmwtal Labo►atone, lec
- CERTIFICATE OF ANALYSIS -
CAS Number Parameter
QC Labia
MEL99-02200
MEL99-02200
MEL99-02200
MEL99-02200
ME199-02200
MEL99-02200
MEL99-02200
MEL99.02200
MEL99-02200
94-75-7
121-14-2
72-20-8
76-44-8
1024-57-3
118-74-1
81-68-3
67-72.1
72-43-5
95-48-7
108394/106445
98-95-3
87-$6-5
110-86-1
93-72-1
95-95.4
88-06-2
EPA Method
8240
8240
8240
8270BNAc
8270BNAc
8270BNAc
8270BNAc
8270BNAc
8270BNAc
j Result
Typical Report Limit
2.4-Dichlorophenoxyacetic acid (2,4-D)
2,4-Dinitrotoluene
Etulcin
Heptachlor
Heptachlor epaodde
Hexachlorobenzeae
13exachlotobutadicae
Hexachloroetbane
Methoxychloz
2-Mdthylphenol
3 do 4-Methy+lphenol
Nitrobenzene -
Pentachlorephenol
Pyridine
Silvex
2,4,5-Trichlorophenol
2,4,6-Trichlorophenol
— Surrogate Recoveries ---
• Surrogate Name
< 0:040 m7f 1
<0:004 mg/1
< 01002 mg/1
<0.0008 mg/1
<0:001 mg/1
' <0:002 mg/1
<0'003 mg/1
< 0:003 mg/1
<0.010 mg/1
< 0.010 mg/1
<0:020 rag/1
<0.002 mg/1
< 0_010 mg/1 _
<0.01010 mg/1
<0:040 mg/1
<0.010 mg/1
< 0.003 mg/1
Perceai Recovery
0.04
0,004
0.002
0.0008
0.001
0.002
0.003
0.003
0.01
0.01
0.02
0.002
0.01
0.01
0.04
0.01
0.003
Lower Upper
limit limit
1,2 Dichloroethan -d4 (Sun)
Bromofluorobenzene (BFB) (Surr)
Toluened8 (Surr)
2,4,6 Tribromophenol (Surr)
2-Fluorobiphenyl (Surr)
2 Flaorophenol (Surr)
d14-Teiphenyl (Sun)
d5-Nitrobenzene (Surr)
d6-Phenol (Sun)
9,4 .YR
.y
105 %R
105%R
3'S%R
48%R
I
25%R
50
50 %R
24 %R
Report Approved B : /G
Wade B. Bayer
This report shall riot be reproduced, except ie ib entire% ,Ylrom the *risen approval oldie lltbort tory.
70 114
86 115
88 110
10 123
43 116
21 100
33 141
35 114
10 94
End of Report
'��'1
our Sample ID: Drying Bed
6878 S. STATE ROUTE 100 • P.O. BOX 76 • MELMORE. OH 44845-9999
PHONE [phone] • 1-800-858-8869 • FAX [phone]
Lab Number MEL99-02200

MAIZ-15`-77
Wt_L 1L:J17 rri
1 Uw rl.•Ur-. 15KU f11LM .
Client //:
ATEL_
Aqua Tedk EaalroAmeatal Laboratories, Lae.
- CERTIFICATE OF ANALYSIS -
S0107
Broadway, Town of
PO Box 130
117 S Main Street
Broadway, NC 27505
Attn: James Davis
Our Lab #:
Date Logged -In:
Matrix:
Project #:
MAR99-04022
222/99
Waste Materials
SAN99.02137
Report Date: 03-Mar-99
Phone: [phone] Ext:
FAX: [phone]
Your Sample ID: DRYING BED
Sample Source: RCRA
Client Project #:
. Date Submitted to Lab: 2/19/99
PO#
- COLLECTION INFORMATION -
Date/Time/By: 2/17/99 2:20 PM DAVIS
Test Group EPA Method Test
Result
Units
Analysis
Date Analyst WS#
AL-ICP-S
S-MS-S
AS-ICP-L
BA-ICP-L
CD-GFAA-S
CD-ICP-L
CA-ICP-S
CL-IC-S
CR-ICP-S
CR-ICP-L
CU-iCP-S
CN-R
FLASH-F
PB-iCP-S
PB-ICP-L
MG-ICP-S
HG-S
HG-L
MO-MS-S
NI-iCP-S
NH3-S
6010A
6020
6010A
6010A
7131
6010A
6010A
300.0
6010A
6010A
6010A
7.3.3.2/9012
I020A
6010A
6010A
6010A
7471A
7470A
6020
6010A
350.1
Aluminum, Al .
Arsenic, As
Arsenic, As, TCLP •
Barium, Ba, TCLP
Cadmium, Cd
Cadmium, Cd, TCLP
Calcium, Ca
Chloride, CI
Chromium, Cr
Chromium, Cr, TCLP
Copper, Cu
Cyanide, Reactive, CN
Flash Point
Lead, Pb
Lead, Pb, TCLP
Magnesium, Mg
Mercury, Hg
Mercury, Hg, TCLP
Molybdenum, Mo
Nickel. Ni
Nitrogen, Ammonia, N
North Carolina Certifications: NCDWQ
44100 MG/KG
2.4 MG/KG
<0.50 -1MG/L
<5.0 MG/i,
2.8 MG/KG
< 025 IMG/I,
• 8710 MG/KG
141 MG/KG
18 MG/KG
< 0.25 MG/L
908 MG/KG
< 10 MG/KG
>230 °F:
49 MG/KG
< 0.50 MG/L
1150 Iv1G/KG
6.5 MG/KG
< 0.0020 MG/L
6 MG/KG
12 MG/KG
371 MG/KG
#263 / NCDEH #39700
2/24/99
2/23/99
2/26/99
226/99
2/24/99
2/26/99
2/24/99
2/24/99
2/24/99
2/26/99
2/24/99
2/25/99
3/1/99
224/99
226/99
224/99
3/2/99
226/99
223/99
224/99
224/99
RCM 13577
KRG 13576
TMB 13632
TMB 13632
TMB 13582
TMB 13632
RCM 13577
JEL 13590
RCM 13577
TMB 13632
RCM 13577
BSR 13604
MDO 13650
RCM 13577
TMB 13632
RCM 13577
TMB 13686
SMM 13639
KRG 13576
RCM 13577
JEL 13588
Lab Number ?L4R99-04011: Page !
1776 MARION-WALDO RD. • P.O. BOX 436 • MARION, OH 43301-0436
PHONE [phone] • 1.800-873-2835 • FAX [phone]

Test Group EPA Method Test
Ague T.c1 Eitvirowwentdt Laboratories. lac
— CERTIFICATE OF ANALYSIS —
Lab Number MAR99-04022 -Continued from Previous Page
Result Units Date Analyst WS# •
Analysis
NO3+NO2-S
TKN-S
PH -LAB
P-S
K-ICP-S
TS %
SE-MS-S
SE-ICP-L
AG-ICP-L
NA-ICP-S
H2S-R
TCLP-EXT
ZN-ICP-S
353.2/9200
351.2
150.1/9040
SM4S00-P-E2
6010A
160.3
200.8/6020
6010A
6010A
6010A
7.3.4.2/9030B
1311
6010A
580 MG/KG 3/2/99 KVS 13660
3690 MG/KG 2/25/99 JEL 13619
5.14 i S.U. 2/19/99 MDO 13531
26000. MG/KG 225/99 SKS 13608
1440 MG/KG 2/24/99 RCM 13577
42.1 2/.2/99 TLC 13575
1.7 14G/KG 2/23/99 KRG 13576
<0.50 MG/L 2/26/99 TMB 13632
< 0.50 MG/L 2/26/99 TMB 13632
380 MG/KG 2/24/99 RCM 13577
32 MG/KG 4/25/99 KVS 13597
-- 224/99 MDO 13579
770 MG/KG 224/99 RCM 13577
Note: The total mercury result in mg/kg isthe average of six separate analyses. This was
done to the non -homogeneous nature of the sample. '
Nitrogen, Nitrate + Nitrite (as N)
Nitrogen, Total Kjeldahl, TKN
pH. Lab
Phosphorus, P
Potassium, K
Residue, Total, TS
Selenium, Se.
Selenium, Se, TCLP
Silver, Ag, TCLP
Sodium, Na
Sulfide, Reactive, H2S
TCLP Extraction
Zinc, Zn
End of Report
Report Approved -By:
eborsh K John
This report shall not be reproduced, except in its entire*: without the written approval o!lhe laboratory.
North Carolina Certifications: NCDWQ #263 / NCDEH #39700
' Lab Number M.4R99-00022:Page 2
1776 MARION-WALDO RD. • P.O. BOX 436 • MARION, OH 43301-0436
PHONE [phone] • FAX [phone]

w c.0 aS . . a . . ........,.... t-. or.v rl M.-..
WS4 QC Lab/ QC Tost ID
Code
QC Related To Samples -
. Result Ueits Amount
Of Splice
-QC Calculation -
QC1.
.60
- QC Calcalatiou3 -
QC2
•
3/3/99
Lower Upper
Limit Limit
13632 MAR99.04022
13576 MAR99-04022
13576 MAR99.04022
13632 MAR99-04022
13632 MAR99-04022
13582 MAR99.04022
13582 MAR99-04022
13632 MAR99-04022
13604 MAR99-04022
13577 MAR99-04022
13632 MAR99-04022
s
M
S
5
s
M
s
5
AG
AS
AS
AS
BA
CD
CD
CD
D CN-R
M CR
S 'CR
13577 MAR99.04022 S CR
13577 MAR99-04022 M CU
- `"513577 MAR99-04022 S CU
13650 MAR99.04022 D FLASH
13597 MAR99-04022
13639 MAR99.04022
13577, MAR99-04022
13577 MAR99-04022
13577 MAR99-04022
13577 MAR99-04022
13576 MAR99-04022
13576 MAR99-04022
13577 MAR99-04022
13577, MAR99-04022
13577 MAR99-04022
13577 MAR99-04022
13577 MAR99-04022
13632 MAR99-04022
13577 MAR99-04022
13576 MAR99.04022
13632 MAR99-04022
D
s
M
S
M
S
M
s
H2S-R
HG
K
K
MG
MG
MO
MO
M NA
5 NA
M NI
S NI
M PB
5 PB
S PB
M SE
S SE
4.23985 MG/L
39.283961E MG/KG
39.4149885 MG/KG
4.75435 MG&
91.43075 MG/L
20.0317810 MG/KG
0.9655172 MG/KG
.9167 MG/L
1.42152023 MG/KG
214.447971 MG/KG
4,542E MG/L
216.091954 MG/KO
1085.87005 MG/KG
1098.85057 MO/KG
230.36 •F
0 MO/KO
.0204 MG/L
3034.98409 MG/KG
3062.06196 MG/KO
1644.70695 MG/KG
1655.17241 MG/KG
116.086097 MG/KG
102.406574 MG/KG
899.591094 MG/KG
937.931034 MO/KO
208.087233 MG/KG
210.114942 MG/KG
104.952294 MO/KG
4.41125 MG/L
105.747126 MG/KG
35.7635620 MG/KG
993 MGR.
S 86 SCR:
45.43 El %R
45.9E 11 •%R:
5 91%R:
100 89%R
22.716947 11 %R:
22988506 91 %R:
1 - 92 Y.R:
58 % •
22S 9S %R:
5 91 %R
230 94 %R:
225 79 %.R: •
230 . 13 Y.R:
0 %D (<5 x MDL)
0 0 %D
0.02 104 %R
1375. 102 KR
1610 101 Y.R:
S63, 88 %R:
575 E8 %R:
90.87 121 %R:
91.95 l05 %R:
563 92 •/.R:
573 97 %R:
225 87%R:
230 86 •%R:
67.5 155 •/.R - •
5 88 %R:
69 153 KR '
45.43 75 %.R
1 107 %R:
(<5 z MDL)
.' 0 %RPD
. I
4. %RPD
1 %RPD
1 1 %RPD
1 %RPD
1 %RPD
,13 %RPD
4 '/.RPD
1 %RPD
1 Y.RPD
3 %RPD
50 150
70 130
70 130
S0 150
S0 150
80- 120
80 120
50 150
20
80 120
S0 1S0
80 120
80 120
80 120
20
2Q
50 150
80 120
80 120
10 I20
E0 120
70 130
70 130
80 120
80 120.
80 120
80 120
10 120
50 150
80 120
70 130
50 150
Page 1 of 2

WSN QC Lab; QC Teat ID
Code
13576 MAR99.04022 S SE
13577 MAR99.04022 M ZN
13577 MAR99-04022 S ZN
--- QC Related To Samples ---
•
Result Uoiu Amount - QC Calcolatloni - ;- QC Calculations -
Of Spike QC1 QC2
3/3/99
Lower Upper
Limit Limit
34.6657471 MG/KG 45.9E 72 '/.R:
940.481599 MG/KG 225 78 56R: •
960.919540 MG/KG 230 85 %R:
2 %RPD
70 130
80 120
30 120
Page 2of2

AUG-01-2001 01:36 PM
To. Robert BroadWay
Bent by thy Avrord WInnin; Chown. BIM►aro
From, Dreams G. Thompson 740.350-1481
P.02
C7/31/01 17:33.00 Page 2 of 3
- CERTIFICATE OF ANALYSIS -
Clleat 1: S0107
Broadway, Town of
PO Box 130
Broadway, NC 27505
Agin: Robert Stevens
Our Lab *: MAR01.16211
Date Loaged•In: 7121/01
Matrix: Soil/Sludge
Project*: SAN0I-0.4163
Teat Group
Report Date: 51,/u1-01
Phone. [phone]
FAX: [phone]
Your Sample 1D: Drying Bed (1a'.
Sample Sour= }WDES,WW'1P's
• Client Potted tk Poo; 04163
Date Submitted to Lab: 7/202001
- C'OLLECTION INFORMATION -
Date/Iltn./Ar: 7/1 3'0l 9:30 AM
EPA Method Tot
Eat:
Eolith Untie IDoi Mxl ale Analyst WS*
AL-ICP.S 6010B
AS-MS-S 200.8/6020
CD-ICY-5 200.7/GO10B
CA•ICP•S 6010B
CR-ICP-S 200.7/6010B
CIf-T W- 200.7/6010B
PS-Icy-S 7'10 7/051 nA
MM-ICP-S 6010B
HIS 747IA
MO -MSS 6020
M•1CP-S 200,7/60102
lv'FL•S 350.1
NO3+1102-5 353,2/9200
TKN-S 331.2
N?DES
P-S 5M4500-P-E2
K-ICP-S . 801013
TS•% 160.3
S&GF.AAMS 7740
Alunt:num. AI
Arsenio, As
Cadmium, Cd
Caloium, Ca
Chromium, Cr
Copper. Cu
I rad. Ph
Manganese, Mn
Mercury, Hg
Molybdenum, Mo
Nickel, Ni
Nitrogen, Ammonia, N
Nitrogen, Nitrate + Nitrite (as 1.)
Nioogen, Total Kjeldahl, TKN
NPDES Metals
Phosphorus, P
Potassium, K
Residue, 'Rai, TS
Selenium, Se
CERTIFICATIONS: NCDWO163.NCDEii49700.ALK0;1.0 4053,NYlr071.A2LA102]23
40300
5.4
3
22300
25
1210
77.
246
10.5
17
70
1300
130
2250
34200
2570
43.9
2.8
MC4,7(G3
MG/KG
MG/KO
MG/KG
MG/KG
mOMG
MG/KG
MG/KG
MG.S:G
MO/KG
MG/KG
N.G/KG
MO/KG
1V.G/KG
MG/KG
MG/KG
1VIG/KG
7/25/01 RFi/RA 3E+04
7/30/01 RCM 3E+04
7./25/0l RH/RA 3E+04
7./25/01 RH/RA 3E+04
7/25/01 RWRA 3E+04
7/25/61 rovrt.1 7>; 101
7/25/01 RR/RA 3E4-04
7,25/01 RH/RA 3E+04
7/24/0I1 KG'SM 3E+0a
I I
7/30/01 RCM 3E+04
7/25/01 RFPRA 3E+04
7/27/01 TLC '3E+04
7/26/01 TLC 3E'04
7/25/01 JEL 3E-04
0
7/30/01 KVS 3E-04
7/25'01 RH/RA 3E-04
726/01 TLC 3E-04
7/25/01 ROH 3E-04
Lab Amber14001dtl311.Pgs 1

AUG-�71 -Lb4� l 'J l : •5 I rr'1
r0: Robert Stevens Broadway
Sent byte Award WInnIn; Cheyenne Bit re
From: Dreams G. Thompson 740.389-14E1
r.03
07131101 17:3344 Page 3 of 5
I
NA-1CP-S
ZN-1CP-S
- CERTIFICATE OF ANALYSIS -
Lab Number MAR01-16211-Continnidfrom Previous Page
Amity*
Test Group EPA Method Tut Result Unita Date Analyst WS0
6010E Sodium, Na 1150 MOEiKG 7/215/01 RH/RA 3E+04
200,7/6010S Zinc, Zn 897 MG/K4 7425/01 RH/RA 3E+04
Nate: The result for the Selenium analytical bench spike was biased low and thus the sample
rtiault should be qualified due t° a matrix effect. The analytical not was not rejected
since the method quality control cheese were within limits.
The results for :he Cadmium, Lead, and Copper matrix spikes'n16trix spike, duplicates
• were biased low, however, the YeRPI1 was less than 204.v.. Thee ample resu t shouldbe
qualified due toe matrix effect. The analytical run was not rejected since the me hoc
quality eantrol cheeks were within limits.
Report Approved Sy:
Bled ofRtport
Iona . Jackson
mi.! report sheU nol be nprookiPpi exceptto 10 e,ilM,w wU ui tiro nPllNN egfroso1 of the iabeMOT
CEW71FICAT10NS: 14COWQ263,NCD13109'D6.AZO071,0Qf4013 D1Y11071,A2LA1D112$
lab Alvah.? 144A01-t 621 J.Faae

Ittroth Puringical, cillitgureWfil
!.Clerk
September
Tbe Tutun of jgruabtaap
.®.3ox130
jroabbuap, Anal) Carolina 27505
Telephone: [phone] • fax: [phone]
, 2001
Bob Branch
S&EC. Inc.
3817-E Lawndale Drive
Greensboro, NC 27455
RE: REQUESTED INFORMATION ON LAND PERMITTING'
1
Enclosed is the information you requested for !the land
permitting. The Sanford City Water Plant takers these
readings daily and their location would be ,miles max
from our WWTP. The other sheet is a listing from 01/01/01
until 8/31/01 of the number of times which weiwasted sludge
and each instance of where we cleared off adying bed and
where we stocked piled it. �.
Dear Bob:
If more information is needed please advise
Sincerely yours,
Bob Stevens
Town Manager
ji tb

•
1
51
Lo
F°
22
December-00
36.5
Activity
2
42
26
34
3
38
30
34
4
45
19
32
5
53
17
35
6
46
20
33
7
53
29
41
8
60
34
47
9
54
28
41
10
46
33
39.5
11
47
38
42.5
12
59
45
52
13
45
26
35.5
14
46
35
40.5
15
50
37
43.5
16
46
36
41
17
68
35
51.5
18
46
21
33.5
19
44
27
35.5
20
44
18
31
21
44
13
28.5
22
44
13
28.5
23
33
18
25.5
24
46
13
29.5
25
42
23
32.5
26
35
9
22
27
40
29
34.5
Wasted Sludge from clarifier toj Bed A
28
37
27
32
29
40
22
31
30
40
17
28.5
31
40
17
28.5
Average Median Temp. F ° 35.50
Average Median Temp. C ° 1.94

January-01
1
40
16
28
2
40
16
28
3
38
11
24.5
4
43
11
27
5
52
16
34
6
49
21
35
7
56
34
45
8
50
37
43.5
9
42
31
36.5
10•
53
24
38.5
11
62
20
41
12
53
40
46.5
13
54
34.
44
14
49
34
41.5
15.
64
36
50
16
59
38
48.5
17
50
31
40.5
18
46
41
43.5
19
74
42
58
20
70
39
54.5
21
70
26
48
22
47
21
34
23
50
23
36.5
Transferred' dried sludge on Bed A to Bed C
24
57
26
41.5
25
54
26
40
26
46
16
31
27
59
33
46
28
53
19
36
29
62
19
40.5
30
67
47
57
31
68
47
57.5
Average Median Temp. F ° 41.16
Average Median Temp. C ° 5.09

1
51
37
February-01 .
Medi1461.1N
44
Wasted Sludge from clarifier to Bed A
2
52
34
43
3
50
23
36.5
4
42
23
32.5
5
56
32
44
6
59
24
41.5
7
67
27
47
8
68
29
48.5
9
73
37
55
10
68
35
51.5
11
47
29
38
12
33
30
31.5
13
55
33
44
14
60
47
53.5
15
72
58
65
16
79
55
67
17
70
47
58.5
18
49
26
37.5
19
55
22
38.5
20
71
30
50.5
21
62
51
56.5
22
57
29
43
23
50
22
36
24
59
29
44
25
67
44
55.5
26
68
47
57.5
27
64
31
47.5
28
59
47
53
Average Median Temp. F ° 47.16
Average Median Temp. C ° 8.42

March-01
1
51
35
43
2
3
73
71
36
47
54.5
59
Transferred dried sludge on,!Bed A to Bed C
4
49
43
46
5
6
53
51
41
28
47
39.5
Wasted Sludge from clarifier tol Bed A
7
50
28
39
8
58
24
41
9
58
37
47.5
10
55
23
39
11
67
26
46.5
12
70
26
48
13
77
57
67
14
71
44
57.5
15
67
45
56
16
17
67
75
45
39
56
57
Transferred dried sludge on Bed A to Bed C
18
63
40
51.5
Ii
19
20
56
55
25
38
40.5
46.5
Land Application of Beds B land D
21
52
44
48
22
64
43
53.5
23
66
31
48.5
24
76
32
54
25
72
45
58.5
26
54
38
46
27
54
26
40
28
56
20
38
29
53
38
45.5
30
71
45
58
31
72
44
58
Average Median Temp.•F ° 49.35
Average Median Temp. C ° 9.64

1
69
45
April-01
Median .
. F
°
57
2
69
34
51.5
3
63
46.
54.5
4
58
39
48.5
5
67
32
49.5
6
80
44
62
7
87
62
74.5
8
90
65
77.5
9
91
62
76.5
10
91
58
74.5
11
88
59
73.5
12
89
64
76.5
13
87
64
75.5
14
79
48
63.5
15
77
50
63.5
16
70
54
62
17
• 68
38
53
18
53
29
41
Wasted Sludge from clarifier to Bed A
19
66
26
46
20
74
26
50
21
82
53
67.5
22
84
51.
67.5
23
85
53
69
24
86
58
72
25
86
47
66.5
26
65
34
49.5
27
78
34
56
28
78
47
62.5
29
77
47
62
30
77
38
57.5
Average Median Temp. F ° 62.02
Average Median Temp. C ° 16.68

1
80
48
64
May-01
2
82
49
65.5
3
84
51
67.5
4
85
51
68
5
87
52
69.5
6
72
52
62
7
71
47
59
8
74
43
58.5
Transferred dried sludge onjBed A to Bed C
9
79
48
63.5
10
82
51
66.5
11
89
54
71.5
12
89
62
75.5
13
89
60
74.5
14
75
40
57.5
15
75
40
57.5
16
73
57
65
17
64
53
58.5
18
86
56
71
19
91
62
76.5
20
91
64
77.5
21
84
65
74.5
22
91
65
78
23
84
54
69
24
84
47
65.5
25
86
61
73.5
26
78
62
70
Wasted Sludge from clarifier to Bed B
27
83
49
66
28
82
60
71
29
77
63
70
30
83
53
68
31
82
60
71
Average Median Temp. F ° 67.92
Average Median Temp. C ° 19.96

1
82
64
73
June-01
2
81
62
71.5
3
84
60
72
4
89
60
74.5
5
92
69
80.5
6
92
67
79.5
7
87
71
79
8
80
70
75
9
81
62
71.5
10
85
59
72
11
87
60.
73.5
12
86
65
75.5
13
83
70
76.5
14
76
69
72.5,
15
86
70
78
16
88
67.
77.5
17
87
64
75.5
18
19
86
85.
65
62
75.5
73.5
Wasted Sludge from clarifier to Bed A
20
87
62
74.5
21
90
67.
78.5
22
91
66
78.5
23
84
66
75
24
82
67
74.5
25
26
80
86
65
66
72.5
76
Transferred dried sludge on BOB to Bed C
27
87
64
75.5
28
91
66
78.5
29
91
67
79
30
92
67
79.5
Average Median Temp. F ° 75.62
Average Median Temp. C ° 24.23

July-01
1
88
67
Median
77.5
2
89
71
80
3
82
64
73
4
90
69
79.5
5
87
67
77
6
84.
67
75.5
7
84
58
71
8
83
65
74
9
87
70
78.5
10
90
69
79.5
11
92
70
81
12
92
65
78.5
13
85
67
76
14
83
56
69.5
15
85
59
72
16
89
58
73.5
Transferred dried sludge on Bed A to Bed C
17
89
68
78.5
18
89
67
78
19
85
71
78
20
83
67
75
21
83
59
71
22
85
56
70.5
23
87
67
77
24
85
72
78.5
25
93
71
82
Wasted Sludge from clarifier to Bed A •
26
90
71
80.5
27
84
68
76
28
75
65
70
29
82
65
73.5
30
82
65
73.5
31
82
63
72.5
Average Median Temp. F ° 75.82
Average Median Temp. C ° 24.35

August-01
1
81
63
72
2
83
60
71.5
3
86
59
72.5
4
88
68
78
5
88
64
76
6
90
64.
77
7
95
69
82
Wasted Sludge from clarifier to lBed B
8
96
70
83
9
96
70
83
10
96
74
85
11
93
71
82
12
93
69
81
13
91
74
82.5
14
86
71
78.5
15
86
66
76
16
17
87
91
64
65
75.5
78
Transferred dried sludge on Beds A and B to B,
18
91
65
78
19
87
69
78
20
87
64
75.5
21
87
64
75.5
22
85
61
73
Wasted Sludge from clarifiei to Bed B
23
90
62
76
24
89
69.
79
25
85
61
73
26
85
60
72.5
27
28
90
90
67
65
78.5
77.5
Wasted Sludge from clarifier tol Bed A
29
#NUM!
30
#NUM!
31
#NUM!
Average Median Temp. F ° #NUM!
Average Median Temp. C ° #NUM!

SECTION VI
WWTP PROCESS INFORMATION j
1
r

TOWN OF BROADWAY
WWTP PROCESS INFORMATION
Untreated influent enters the Town of Broadway WWTP and is screened by a manual bar
screen before passing through a Parshall flume. The flume is equlipped with a sonar that
measures flow. A sampler has been integrated into the sonar for the collection of flow -
weighted samples. After passing through the Parshall flume,' the wastewater is passed to
a wet well where it is pumped up to the first of two oxidation ditches. The oxidation
ditches are aerated using two brush rotators. Wastewater flows by gravity to a weir and
to the center well of the clarifier. Floaters are skimmed and sent to sludge return. Sludge
return is pumped either back to the oxidation ditch or sent to o I e of four drying beds.
Clear effluent is chlorinated and cascaded before discharging into Dar iel's Creek.
i I
Please see attached wastewater treatment plant design for additional information.
!

s
•
NOTE:
THERE ARE NO RESIDENCES
WITHIN 400 FT. OF THIS SIT
100 :50 0
100'
I ME ME ME Eli
N 71.43.07 W
(NI
cri
0)
REV.
DA TE
DESCRIPTION
TITLE
SITE PLAN
TOWN OF BRI,OADWAY
WASTEWATER 1 TREATMENT PLANT