WQ0002616_Regional Office Historical File Pre 2018 (2)

License No. C-0281
CIVIL/SANITARY/ENVIRONMENTAL ENGINEERS
Municipal
Services
SITE PLANNING/SUBDIVISIONS
September 30, 2011
she
Rob Krebs
NCDENR - DWQ
Mooresville Regional Office
610 East Center Ave. Suite 301
Mooresville, NC 28115
SOLID WASTE MANAGEMENT
Engineering
colrnpany, P.A.
SUBSURFACE UTILITY ENGINEERING (SUE)
Reference:. City of Albemarle Long Creek Wastewater Treatment Plant (WWTP)
-SVbMiffal or Resi us Manag&n ent`Plant""'
Dear.Mr. Krebs:
On behalf of the City of Albemarle we are submitting two copies of the Residuals
Management Plan for the Long Creek WWTP. Please note that this submittal is
a requirement set forth in an SOC between the City of Albemarle and the
NCEMC (EMC WQ No. S10-010).
If you have any questions or need any additional information, please do not
hesitate to reach me at [phone] or [e-mail]
Sincerely,
��
6
Ben Clawson, PE
Project Engineer
CC: Judy Redwine — Albemarle Assistant Utility Director
Ray Allen — Albemarle City Manager
File
II
PO Box 97, Garner, North Carolina 27529 [phone]
PO Box 349, Boone, NC 28607 [phone]

City of Albemarle
Residuals Management Plan
September -2011
Prepared by Municipal Engineering Services Company, P.A.
Based on Information Provided by City of Albemarle

Background
Due to increased concentrations of Copper at the City of Albemarle's application sites the
NCDENR directed Long Creek WWTP staff to halt sludge application at sites that
exceeded the specified metal limit. Once this issue was discovered the City of Albemarle
entered an agreement with the City of Concord in which sludge generated from the Long
Creek WWTP would be routinely hauled to the Concord WWTP for processing and
ultimate disposal.
Peak' Flows
The determination of peak flows should be based on strong empirical data. The historical
flow record for the City of Albemarle, as summarized from the monthly report forms
(MR-1) for 2006, 2007, 2008, 2009, 2010 and 2011 in Appendix A, yields the following
annual and seasonal neak factors.
Period
ADF
Max Month Avg
Max Day Avg
Max Day
Peaking Factor
2006
Annual
7.41 MGD
9.98 MGD
32.2 MGD
3.23
Summer
6.62 MGD
7.09 MGD
Winter
8.53 MGD
9.98 MGD
2007
Annual
7.39 MGD
10.24 MGD
29.62 MGD
3.18
Summer
6.70 MGD
8.37 MGD
Winter
8.39 MGD
10.24 MGD
2008
Annual
5.52 MGD
7.67 MGD
17.34 MGD
3.23
Summer
5.18 MGD
7.67 MGD
Winter
6.00 MGD
7.09 MGD
2009
Annual
6.08 MGD
9.09 MGD
18.11 MGD
1.99
Summer
5.26 MGD
6.12 MGD
Winter
7.25 MGD
9.09 MGD
2010
Annual
5.71 MGD
9.53 MGD
Not Available
Summer
5.00 MGD
6.01 MGD
Winter
6.69 MGD
9.53 MGD
2011
Annual
*5.12 MGD
*6.23 MGD
Not Available
Summer
*5.06 MGD
*6.23 MGD
Winter
*5.25 MGD
*5.81 MGD
*Incomplete Data
The peak flows above are the maximum daily flows, not the peak instantaneous flows.
Typical design for treatment facilities is on the basis of maximum day flows. The' peak
day flow during the 6 year period was 32.2 MGD recorded in November 2006. It is
thought this recording is a misnomer due to the placement of the flow measuring device
upstream of the influent screw pump station `B". When high flows inundate the influent

screw pumps the water level at the measuring device leads to inaccurately high readings.
In addition the straightening veins, located upstream of parshall flume, have not be kept
free of debris.
The reported peak factors vary and some are more than the peaking factor used at the
Albemarle WWTP, which happens to be 2.5. It is thought that this is due to the
previously mentioned issues with the flow measuring device which was upstream of
influent screw pump station "B". The effluent flow metering is modestly influenced by
the equalization in the aeration basins at the WWTP, but this data is thought to be more
telling of the actual flows at the Albemarle WWTP. We will assume a peaking factor of
2.5 which is typical for municipal flows at WWTPs. This assumption results in a peak
flow of 30 MGD for the WWTP at the permitted flow of 12 MGD. It is significant to note
that wastewater flows have been declining over the last decade and historic data indicate
they may have reached an equilibrium point over the last two to three years. Flows over
the last three full calendar years have averaged 5.77 MGD. With low to moderate growth
predictions for the City of Albemarle in the next decade the city's wastewater flows are
not expected to greatly increase in the next ten years.
Using available data for influent BOD at the Long Creek WWTP, the plant has averaged
128.8 mg/L influent BOD from Feb 2003 to Jan 2010. For purposes of estimating solids
generated at the Long Creek WWTP the influent BOD level will be set at 130 mg/L and a
worst case scenario will be set for 225 mg/L. A ratio of 0.25 lbm solids / lbm BOD
influent will be assumed to estimate residual biosolids production at the plant. This will
be looked at for the historically observed BOD levels of 130 mg/L as well as the high end
influent BOD estimate of 225 mg/L. Based on assumptions and calculations included in
Appendix -A the expected sludge production by the City of Albemarle Long Creek
WWTP would be approximately 285 tons/year based on historical data or 1028 tons/year
based on maximum flow and influent BOD assumptions.
Sludge Pumping
The return activated sludge (RAS) pumping and the waste activated sludge (WAS) drain
by gravity from the sludge draw -off boxes at each clarifier. The Long Creek WWTP has
two RAS pumping stations, and each is coupled between two clarifiers. A telescoping
valve at the top of each RAS station is used to divert WAS from all four clarifiers drain to
a "wet -pit" type well. This wet well is designed to hold and periodically pump WAS to
the northern portion of the Long Creek WWTP into a series of sludge thickening tanks.
The WAS pump station is configured in a "wet -pit"/ "dry -pit" configuration and has three
single stage vertical non -clog 4x4 inch Fairbanks Morse Pumps sized for a flowrate of
150 gpm and total dynamic head of 80 ft. Waste sludge is pumped from this pump station
to the thickening tanks through a 6" forcemain.
The RAS is metered before the screw pumps return the settled sludge exiting the
clarifiers to the distributions boxes where the RAS mixes with the influent wastewater
before entering the aeration basins. Each of the two RAS pump stations consists of 2
screw pumps with an available slot for a third screw pump to be added later. The two

t f
RAS screw pump stations have two single flight units each with a 54 inch diameter screw
that operates on a 38 degree incline. The approximate lift for each screw is 21 feet. Each
screw has a speed of approximately 44 rpm with a 50 horsepower motor. The capacity for
each of the two RAS stations is approximately 4.3 MGD. The existing pumps in the RAS
pump station are adequate to continue to return the needed return sludge rates to meet
100% of Average Daily Flow (ADF) and to maintain the sludge age at 20 days in the
aeration basin.
The existing WAS pump station and RAS pump station were planned to handle the
design flows when the WWTP was expanded in mid 1970's to an (ADF) of 16 MGD.
The ADF of 16 MGD correlated to a resultant peak flow of 32 MGD. Knowing this
information both stations are adequate for the rerated ADF of 12 MGD and peak flow of
30 MGD at the Long Creek WWTP. It should be noted that the pumps at the WAS station
are in poor condition and it is recommended that these be replaced within the next five
years. The two RAS stations will each have one screw pump replaced as a result of the
upcoming rehabilitation project, and it is recommended that the second screw at each of
these two RAS stations be replaced within the next ten years.
Sludge Handling
The City of Albemarle's first stages in its sludge handling include two thickeners. The
aforementioned WAS pump station conveys sludge by a 6" forcemain to the original
portion of the WWTP where a pair of 76.5' diameter tanks begin to thicken the waste
sludge. Each of these thickeners has a depth of approximately 12', which equates to a
total volume of approximately 412,000 gallons per thickener. Long Creek WWTP
operators decant from these tanks throughout the week with supernatant going back to the
head of the plant. Downstream from the thickeners are another pair of sludge tanks that
are used in the sludge handling process by the City of Albemarle. A pumping station is
used to convey the thickened waste sludge from the pair of 412,000 gallon thickeners to
the second pair of sludge tanks.
This second pair of sludge tanks each has a diameter of 65' and a depth of approximately
25'. The volume for each of these two tanks is approximately 620,000 gallons. The
original intent of this second pair of sludge tanks were to be used as sludge digesters.
They are currently not being aerated, and the City of Albemarle is working on installing a
system for aeration and mixing to help increase the percent solids leaving the Long Creek
WWTP. Operators at Long Creek WWTP decant from the pair of digesters throughout
the week with the supernatant going back to the head of the plant and eventually back
into Influent Pump Station -A.
The typical design criteria and the operating parameters for sludge digesters are presented
in below in Table 1.

TABLE 1- AEROBIC DIGESTER OPERATING PARAMETERS
Parameter Criteria
Range Source
Solids Loading 0.1 - 0.3 M&E
(Ibs VSS/day NO) 0.1 Ten States
Solids Retention (d) 10 -15 M&E
40-60 EPA 503
Oxygen Requirements
2.3
M&E
(Ibs 02/Ib VSS / day)
VSS Reduction (%)
40 - 50
M&E
Mixing (Hpn000w)
1.0
Ten States
and (ofmn000FO)
20 - 40
M&E
A final pump station is used to convey the final thickened sludge to a tanker truck used to
haul the residual bio-solids from the Long Creek WWTP to the City of Concord WWTP.
Dewatering and Sludge Disposal
The sludge dewatering facilities currently at the, Long Creek WWTP�consist of three
sludge drying beds, each have an area of approxnnately 2;080-square feet. The total
square footage of drying beds is approximately 6,240 square feet. It should be noted that
the sludge drying beds are currently being utilized for drying alum sludge, which is
generated at Albemarle's two Water Treatment Plants.
The City of Albemarle also owns a centrifuge system and an accompanying sludge dryer
that were built in 1998. The high operating cost associated with the gas fueled sludge
dryer caused The City of Albemarle to discontinue use of this process soon after it was
installed. Recently the City of Albemarle has looked into examining the feasibility of
refurbishing these two units. Preliminary review lead to the decision to continue to
examine rehabilitating the centrifuge portion, but to leave the gas fueled dryer off-line
due to the high costs associated with operating this particular equipment. The centrifuge
needs new electrical components and reworking of the controls to modernize the
telemetry. The City of Albemarle is examining the best way to proceed in getting the
centrifuge back in working condition and hope to have this accomplished in the next two
years.
City of Albemarle previously made use of a flotation type thickening equipment. This
equipment, located next to the sludge drying beds, worked well up until a major flood in
1997 destroyed most of the electro-mechanical equipment for this unit process. The

damage caused by the flooding in 1997 was severe and the costs associated with repairing
this process were not deemed to be cost beneficial and in part lead to the construction of
the centrifuge.
The current method of Sludge disposal for the City of Albemarle is a cooperative effort
with the City of Concord. The previous method of sludge disposal was at multiple sludge
application sites owned by the City of Albemarle. Recent tests showed heavy metal
concentrations which exceeded the safe level set by NCDENR and resultantly Albemarle
was forced to abandon applying on a large portion of these sights. Long term strategy is
to keep sampling soil conditions on these sights and hopefully return to applying sludge
on these sites in the future when metal concentrations have been reduced through natural
attenuation.
Currently the City of Albemarle hauls all of their residual bio-solids to the City of
Concord for eventual disposal through Concords current system. According to Long
Creek WWTP staff waste sludge is typically thickened to around 3 - 6% solids through
the series of thickening tanks and digester tanks prior to it being hauled to the City of
Concord. The. current vehicle used to haul the residual solids is a 5,500 gallon tanker
truck. Long Creek WWTP staff indicates they average between two and three loads per
day that are hauled to Concord. The backup tank truck owned by the City of Albemarle
has a capacity of 6,500 gallons, and can be used should any problems arise with the
primary vehicle. The method of sludge disposal is meant to act as a temporary measure
until the City of Albemarle can determine a more feasible long term solution for its needs
of residual bio-solids disposal.
Sludge Disposal Alternatives
The City of Albemarle plans to evaluate Sludge disposal, alternatives in the overall
evaluation of the WWTP and plan to look at the following in detail: land application,
drying, lime stabilization, composting, and continuing to haul to City of Concord
The sludge drying beds at Long Creek WWTP will not provide for the needs of the
facility. The City uses these beds to the maximum extent possible with the current
procedure of drying alum sludge from the water treatment plants. In an effort to maintain
some positive use of these structures the beds will continue to operate suitably. Long
Term this footprint along with that of the flotation thickening equipment would be an
ideal area for location of a new mechanical dewatering device.
Sludge stabilization is a newer technology that municipalities are examining as a solution
to their residual solids handling and disposal. However the choice of going to a Class -A
sludge will be extremely expensive. This transition will necessitate the construction of
enclosed buildings for sludge handling equipment as well as the purchase of pumps,
chemical equipment, possibly conveyors, and storage areas. All this equipment would be
in addition to a mechanical belt press or some other type of sludge press to handle initial
dewatering. Given the costs associated with producing Class -A biosolids, the most cost
effective alternate would be to move toward production of Class-B biosolids.

Class-B biosolids are more limited in terms of application sites and monitoring
throughout its disposal process, but it is a much more economical goal to meet in terms of
capital and operation outlay by the City of Albemarle. A detailed study is recommended
to examine the cost benefit analysis of the many choices in technology that would be
available to the City of Albemarle to ensure safe and proper long term handling of its
residual solids.
Preliminary estimates of the total costs associated with the hauling method of disposal
show this to be very costly over a 20 year life cycle. The cost of fuel and wear and tear on
the City of Albemarle tank trucks make this less attractive that a more sustainable
method. The fees associated with the sludge acceptance by the City of Concord are
currently $200 per 5,500 gallon load. City of Albemarle estimates an average of 3 loads
per day which makes the approximate yearly cost for just this fraction of the total hauling
cost equal $219,000. It is estimated the additional hauling costs could be as much as
$110,000. This additional cost is based on the assumption of $1/mile for 165 miles of
travel per day for the tanker truck along with salary and overhead for one employee. The
estimated total for the current hauling option is $329,000. With the current residuals
leaving Albemarle have a solids content of approximately 3 — 6% it would greatly benefit
the City of Albemarle to invest in dewatering equipment.
The intrinsic value of dewatering mechanisms is very attractive and would greatly benefit
the City of Albemarle. The dewatering equipment's ability to reduce the high cost of
liquid sludge hauling and or disposal should have a great return on investment. This
would make the purchase of such equipment an ideal solution to the current issues seen
by Albemarle.
In the event that the current sludge application sites to not improve in terms of metal
content and Albemarle still can not apply to these areas it would be suggested that
additional application sites be investigated for long term use by the City of Albemarle.
Recommendation
It is the recommendation of Municipal Engineering Services Company, P.A. that the City
of Albemarle perform a study to examine the best options for its long term sludge
handling and disposal. This study should consider the engineering, environmental, and
economic aspects of sludge handling and sludge disposal, and how current methods could
benefit the Long Creek WWTP. Because sludge handling is one of the more expensive
aspects of operating a WWTP, optimizing this process will improve the City of
Albemarle's ability to comply with regulatory requirements through the most cost
effective method available.

Calculations for Dry Solids Production
225 ppm
BOD concentration (high end assumption)
12,000,000
gal/day
influent wastewater
45,360,000
I/day
influent wastewater
100,080,000
Ibm/day
influent wastewater
22,518
Ibm/day
Influent BOD
5,629.50
Ibm/day
Bio-Solids produced
2,054,768
Ibm/year
Solids produced
1,027.38
tons/year
Solids produced
130 ppm
BOD concentration (Historical Data assumption)
5,770,000
gal/day
influent wastewater
21,810,600
I/day
influent wastewater
48,121,800
Ibm/day
influent wastewater
6,256
Ibm/day
Influent BOD
1,563.96
Ibm/day
Bio-Sollds produced
570,845
Ibm/year
Solids produced
'285.42 tons/year
Solids produced
Assumptions
Influnet Plant BOD (Hist. data)=130mg/I = 130 ppm
Influnet Plant BOD (High End) = 225mg/I = 250 ppm
Solids Production for Process = 0.25 Ibm solids / Ibm BOD influent
Plant flowrate maximum =12 MGD = Design Capacity
Plant flowrate current Average = 5.77 MGD = Avg Daily Flow from 2008 - 2010
Source
Env. Eng. Ref. Manual, Undeberg, 2004

HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 23, 2011
Mr. Raymond I. Allen, City Manager
City of Albemarle
P. O. Box 190
Albemarle, NC 28002-0190
Subject: SPECIAL ORDER BY CONSENT
SOC No. S10-010
City of Albemarle — Long Creek WWTP
NPDES Permit NCO024244
Stanly County
Dear Mr. Allen:
Dee Freeman
Secretary
131
Attached for your records is a copy of the signed Special Order by Consent approved by the
Environmental Management Commission.
The terms and conditions of the Order are in full effect, including those requiring submittal of written
notice of compliance or non-compliance with any schedule date.
Pursuant to North Carolina General Statute 143-215.31), water quality fees have been revised to include
an annual fee for activities covered under a Special Order by Consent. The City of Albemarle will be
subject to a fee of $500.00 on a yearly basis while under the Order. The initial fee payment will be
invoiced at a later date, with future fee invoicing done on an annual basis.
If you have any questions concerning this matter, please contact the Surface Water Protection Section
staff in the Mooresville Regional Office at [phone] or Bob Sledge at [phone].
Sincerely, Q J
een H. Sullins
1!
Attachment
cc: Jeanne Phillips, ETU
Central Files
NPEDES Unit — SOC File
Mooresville Regional Office, Surface Water Protection
Sean Ireland — EPA Region 4
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One.1
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 1 `orthCai-011Ila
Phone: [phone] \ FAX: [phone] \ Customer Service:1-877-623-6748 /J
Internet: www.ncwaterqualiry.org
An Equal Opportunity\ Affirmative Action Employer

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF STANLY
IN THE MATTER OF
NORTH CAROLINA
NPDES PERMIT NCO024244
HELD BY THE CITY OF ALBEMARLE
SPECIAL ORDER BY CONSENT
EMC SOC WQ S10-010
Pursuant to provisions of North Carolina General Statute (G.S.) 143-215.2 and G.S. 143-215.67, this
Special Order by Consent is entered into by the City of Albemarle, hereinafter referred to as the City,
and the North Carolina Environmental Management Commission, an agency of the State of North
Carolina created by G.S. 14313-282, and hereinafter referred to as the Commission:
1. The City and the Commission hereby stipulate the following:
(a) The City holds North Carolina NPDES Permit NCO024244 for operation of an existing
wastewater treatment works and for making an outlet therefrom for treated wastewater to
Long Creek, Class C waters of this State in the Yadkin -Pee Dee River Basin, but is unable
to consistently comply with effluent limitations and operational requirements as set forth in
NPDES Permit NCO024244 due to an overall degradation of collection system and
treatment plant infrastructure. Compliance will require preparation of plans and
specifications for construction and operation of additional treatment works.
0
(b) Noncompliance with final effluent limitations constitutes causing and contributing to
pollution of the waters of this State named above, and, the City is within the jurisdiction of
the Commission as set forth in G.S. Chapter 143, Article 21.
(c) The City has secured a grant or has otherwise secured financing for planning, design, and
construction/repairs of a new or improved waste treatment system which, once constructed
and operated, will be sufficient to adequately treat wastewater presently being discharged
and the additional wastewater desired to be discharged, to the extent the City will be able to
comply with final effluent permit limitations in NPDES Permit NC0024244.
(d) Since this Special Order is by Consent, neither party will file a petition for a contested case
or for judicial review concerning its terms.
2. The City, desiring to comply.with the Permit identified in paragraph 1 (a) above, hereby agrees
to do the following:
(a) As settlement of all alleged violations of NPDES Permit NCO024244 prior to entering into
this Special Order by Consent, the City agrees to pay the sum of $38,531.34 (including
$581.34 in investigative costs). A certified check must be made payable to the Department
of Environment and Natural Resources and forwarded to the Director of the Division of
Water Quality at 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 by no
later than fifteen (15) days following the date on which this Order is approved and executed
by the Commission and received by the City.
(b) Provide the Mooresville Office of the North Carolina Division of Water Quality (DWQ),
located at 610 East Center Ave, Suite 301, Mooresville, NC 28115, with a list of all
additions of flow (see paragraph 5) under the City's Special Order by Consent, and update
this list each time flow is added to the collection system.

EMCSOC WQ S10-010
p. 2
(c) Undertake the following activities in accordance with the indicated time schedule:
Scheduled Activity
Due Date
Submit Inflow and Infiltration collection
system evaluation report for WQCS00016
August 31, 2011
Prepare and submit a Residuals Management
Plan
September 30, 2011
Quarterly reports to be submitted by October 1,
Submit Construction Status Reports
January 1, April 1, July 1 and October 1 during
each year the SOC is in effect, beginning July
1, 2011.
Begin construction on the WWTP
Improvements (see Attachment B)
October 1, 2011
Complete Construction
October 1, 2013
Attain Compliance with NPDES permit limits
December 1, 2013
Submit a copy of WWTP Standard Operating
Procedures (SOP) Manual that details
operational policies and practices to include
January 1, 2014
maintenance and operation of WWTP's valves,
gates and pumps
(d) The City shall comply with all terms and conditions of NPDES Permit NC0024244 except
those effluent limitations identified in paragraph 2(e) below. See Attachment A for all
monitoring requirements and effluent limitations. The Pennittee may also be required to
monitor for other parameters as deemed necessary by the Director in future permits or
administrative letters.
(e) During the time in which this Special Order by Consent (SOC) is effective, the City shall
comply with the interim effluent limitations contained in Attachment A unless modified
below:
Under this SOC, only the parameters listed below have been modified from the most
current NPDES Permit NC0024244 in effect.
Permit Limits Modified Limits (SOC)
Parameters Monthly Avg. Weekly Avg. Monthly Avg Weekly Avg
BOD (s) 10.0 mg/L 15.0 mg/L 15.0 mg/L 35.0 mg/L
BOD (w) 20.0.mg/L 30.0 mg/L 25.0 mg/L 35.0 mg/L
TSS 30.0 mg/L
Ammonia Nitrogen (s) 2.0 mg/L
Ammonia Nitrogen (w) 4.0 mg/L
BOD & TSS % Removal 85%
45.0 mg/L,
6.0 mg/L
12.0 mg/L
35.0 mg/L 50.0 mg/L
5.0 mg/L 15.0 mg/L
5.0 mg/L 15.0 mg/L
70%
s = summer (April 1 — October 31); w = winter (November 1 - March 31)

EMCSOC WQ S10-010
P. 3 • . .
(f) No later than thirty (30) calendar days after any date identified for accomplishment of any
activity listed in 2(c) above, the City shall submit to the Surface Water Protection Section
Regional Supervisor for the Division of Water Quality's (DWQ) Mooresville Regional
Office written notice of compliance or noncompliance therewith. In the case of
noncompliance, the notice shall include a statement of the reason(s) for noncompliance,
remedial action(s) taken, and a statement identifying the extent to which subsequent dates or
times for accomplishment of listed activities may be affected.
3. The City agrees that unless excused under paragraph four (4), the City will pay the Director of
DWQ, by check payable to the North Carolina Department of Environment, Natural Resources,
according to the following schedule for failure to meet the deadlines set out in paragraphs 2(c)
and 2(f), or failure to attain compliance with the effluent limitations/monitoring requirements
contained in Attachment A.
Violation Description
,Stipulated Penalty
$100/day for first seven days; $500/day
Failure to meet a scheduled date
thereafter
Failure to maintain compliance with any
$2,250/violation (Monthly Average)
modified limit contained in the SOC
$1,000/violation (W(,-ekly Average)
Failure to achieve compliance with NPDES
$40,000.00
permit limits at final compliance deadline
Failure to submit a Inflow and Infiltration
$50/day for first seven days; $100/day
collection system evaluation report
thereafter
Failure to submit a Residuals Management
$50/day for first seven days; $100/day
Plan
thereafter
$50/day for first seven days; $100/day
Failure to Submit Status Reports
thereafter
$50/day for first seven days; $100/day
Failure to Submit Copy of WWTP SOP
thereafter
4. The City and the Commission agree stipulated penalties are not due if the City satisfies to the
Division of Water Quality that noncompliance was caused solely by:
(a) An act of God;
(b) An act of war;
(c) .An intentional act or omission of a third party but this defense shall not be available if the
act or omission is that of an employee or agent of the defendant or if the act or omission
occurs in connection with a contractual relationship with the Permittee;
(d) An extraordinary event beyond the Permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the Permittee's control; or
(e) Any combination of the above causes.
Failure within thirty (30) days of receipt of written demand to pay the penalties, or challenge
them by a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection
action, which the Attorney General is hereby authorized to initiate. The only issue in such an
action will be whether the thirty (30) days has elapsed.

EMCSOC WQ S10-010
p. 4
5. In accordance with the provisions of G.S. 143-215.67(b) the Commission allows the City to
accept 0.5 MGD of additional wastewater to its waste treatment system during the plant
upgrade:
The nature of the additional flows is such that the waste characteristics do not exceed those
generally associated with domestic waste or are pretreated to domestic strengths. Waste of
greater than normal domestic strength may be accepted if the parameter(s) that exceed normal
domestic strength wastewater are not those for which interim limitations have been developed
and it can be demonstrated to the satisfaction of the Director the additional waste will not
adversely affect the treatment efficiency of the treatment system for any modified parameter or
result in the violation of any other permit limitation. All new and proposed industrial waste
tributary to the system must be controlled using all needed mechanisms including but not
limited to adoption and implementation of industrial waste control and pretreatment
ordinances. No wastewater can be accepted which will add toxic pollutants in quantities not
generally associated with domestic wastewater characteristics, unless the acceptance of the
additional wastewater can be supported through appropriate analyses acceptable to the Director.
6. This Special Order by Consent and any terms, conditions, and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders, Enforcement
Compliance Schedule Letters, terms, conditions, and limitations contained therein issued in
connection with NPDES Permit N00024244. In the event of an NPDES Permit modification or
renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachment A of this Special Order by Consent, except as modified and
contained in paragraph 2(e) above.
7. Any violation of the terms of this Special Order- by Consent, including paragraphs 2(c), 2(d) and
2(e) above and Attachment A may, upon the discretion of the Director, terminate paragraph five
(5) of this Order.
8. Noncompliance with the terms of this Special Order by Consent is subject to enforcement action
in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-215.6(C).
9. The Permittee, upon signature of this Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
10. This Special Order by Consent shall expire March 31, 2014.
For the City of Albemarle:
C)
� Ray and P.Allcn, City Manager Date
For the North Carolina Environmental Management Commission:
�YrnColeen H. Sulli s,Director ate
ivision of Water Quality

Attachment A
WQ SOC S10-010
1Z�
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - INTERIM
During the period beginning on the effective date of the Special Order and lasting until
November 30, 2013, the Permittee is authorized to discharge from outfall serial number 001.
Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS,°
y EFFLUENTS
; t r LIMITS
` ` MONITORING REQUIREMENTS
.
Average,Ayerage,
... �
Maximum ..
v ,F_requency.:..
Sample Typer
' SampleLocatronl
Flow
12.0 MGD
Continuous
Recording
Influent or Effluent
BOD, 5 day, 20 °C (April 1
to October 31)2
15.0 mg/I
35.0 mg/I
Daily
Composite
Influent & Effluent
BOD, 5 day, 20 °C
(November 1 to March 31)2
25.0 mg/I
35.0 mg/I
Daily
Composite
Influent & Effluent
Total Suspended Solids2
35.0 mg/I
50.0 mg/I
Daily
Composite
Influent & Effluent
NH3 as N (summer &
winter
5.0 mg/I
15.0 mg/I
Daily
Composite
Effluent
Dissolved Oxygen3
Daily
Grab
Effluent
Dissolved Oxygeni
See Note 1
Grab
U, D1 & D2
Fecal Coliform (geometric
mean)
200/100 ml
400/100 ml
Daily-
Grab
Effluent
Total Residual Chlorine4
18 ug/I
Daily
Grab
Effluent
Temperature
. Daily
Grab
Effluent
Temperature'
See Note 1
Grab
U, D1 & D2
Total Nitrogen (NO2 + NO3 +
TKN)
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity5
Quarterly
Composite
Effluent
Conductivity'
See Note 1
Grab
U, D1 & D2
Total Cadmium
2.2,ull
16.0,ugll
Monthly
Composite
Effluent
Total Chromium
53.5,ug/I
53.5N /I
Monthly
Composite
Effluent
Total Cyanide
Quarterly
Grab
Effluent
Total Lead
Quarterly
Composite
Effluent
Total Mercury
12 ng/l
12 ngll
Monthly
Grab
Effluent
Total Nickel
Quarterly
Composite
Effluent
Total Selenium
Quarterly
Composite
Effluent
Total Copper
Monthly
Composite
Effluent, U, D1 & D2
Total Silver
Quarterly
Composite
Effluent
Total Zinc
Quarterly
Composite
Effluent
Color (ADMI)i
See Note 1
Grab
U & D3
Color (ADMI)6
2/Month
Composite
Effluent
PH7
> 6.0 and < 9.0 standard units
Daily
Grab
Effluent
Note: Only those limits and conditions shown in bold have been modified from the terms of the
NPDES Permit. All other limits, frequencies and conditions in NPDES Permit
NCO024244 must be met.
Additional footnotes are found on the next page.

Attachment A (page 2)
WQ SOC S10-010
Footnotes:
1. U = Upstream above the discharge point. D1 = Downstream at the end of NCSR
1960. D2 = Downstream 3.9 miles at NCSR 1967. D3 (for color samples) =
approximately 200 yards downstream from the discharge point. Upstream and
downstream samples shall be grab samples. Stream samples shall be collected once
per month in the winter (October through May) and once per week during the summer
(June through September).
2. The monthly average )SOD and 'Total Suspended Solids concentrations shall not
exceed 30 % of the respective influent values (70 % removal).
3. The daily average dissolved oxygen effluent concentration shall not be less than 5.0
mg/l.
4. The Division shall consider all effluent total residual chlorine values reported below
50 ug/L to be in compliance with the permit. However, the Permittee shall continue to
record and submit all values reported by a North Carolina certified laboratory
(including field certified), even if these values all below 50 ug/L.
5. Chronic Toxicity (Ceriodaphnia) at 90%: March, June, September, & December (see
. Part I. A. (3.)) of NPDES permit N00024244.
6. See Part I. A. (4.) of NPDES permit NC0024244; the Color reopener and monitoring
requirements.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT B
City of Albemarle WWTP Improvements
Brief Project Description
This proposed project will consist of furnishing all materials, tools, labor, and equipment to
provide the complete removal/replacement or construction of the following items:
e Removal / Replacement of two (2) screw pumps at the main influent station located at the
new section of the Albemarle WWTP.
a Removal/ Replacement of one (1) screw pump at each of the two Return Activated Sludge
(RAS) pumping stations located at the new section of the Albemarle WWTP.
a Two (2) distribution box modifications including replacement of nine (9) gates each.
o Floating surface aerator removal and replacement of twenty four (24) units. Existing surface
aerators are 40 Hp and the new replacement units shall be 60 Hp.
o Modifications to repair the four (4) secondary clarifiers, these modifications will
include removal/replacement of existing scraper plates.
a Modifications to the tertiary effluent sand filters / or construction of new disc type
tertiary effluent filter systems.
o Construction of two (2) new grit removal chambers with associated classifiers.
o Construction of two (2) new mechanical bar screens.
Added to the above tasks shall be all associated appurtenances as required by the Contract
Documents and Contract Drawings approved by the Construction Grants and Loans Section.

City of Albemarle
Wastewater Treatment Application Sites
November 28, 2007 1 inch equals 3,750 feet

City of Albemarle
Wastewater Treatment Application Sites
scaie: iwou
November 28, 2007 1 inch equals 500 feet

Fr'
NOV 3 0 2007
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tNct U,t ONLY Location: staniy county
Owner: City of Albemarle - �, E City of Albemarle
Permit Number: WQ0002616 Department of Engineering Services
Map Type: Soils Map Fields 2, 3, 4, 5 Scale: 1:3750 s . GIS Division [phone]
November 28, 2007 1 inch equals 500 feet

r) [1-
NOV 3 0 2007
- AQuifer Protection

City of Albemarle.
Wastewater Treatment Application Sites.
scaie: i:375o
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NOV 3 0 2007
L----
NC DEq
DWQ-Aquii*er Protection

City of Albemarle
Wastewater Treatment Application Sites
scale: i:srou�
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CountyRoads
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Fields 1 & 6
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6b 2.87ac
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City of Albemarle
Wastewater Treatment Application Sites
acme: iarau-
November 28,2007 1 inch equals 500 feet

tl NOV 3 0 2007
i, T i E;� f� 7'�✓i —ROT
DW(-� - Aqu-ifer Protection

City of Albemarle
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Owner: City of Albemarle r 'j W F'
Permit Number: WQ0002616
Map. Type: USGS Topo Map Fields 2, 3,.4, 5 ;
S
Scale: 1:3750
November 28, 2007 1 inChr=equals 500 feet
City of Albemarle
Ow Department of Engineering Services
GIS Division [phone]

NOV 3 0 2007
L.-I . . . . . . ...............
NC DEER UIRO
DWQ - Aquifer Protection

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P F nitscter
August 26, 2005
MR. RAYMOND ALLEN, CITY MANAGER
CITY OF ALBEMARLE
P. O. Box 190
ALBEMARLE, NORTH CAROLINA 28002
AUG Al 2005
I
Subject: Permit No. WQ0002616
City of Albemarle
City of Albemarle Residuals Land Application
Program (D)
Land Application of Residual Solids (503)
Stanly County
Dear Mr. Allen:
In accordance with your permit renewal application package received on May 3, 2004 as well as
the additional information received on April 15, 2005 and May 13, 2005; we are forwarding herewith a
modified and renewed Permit No. WQ0002616, dated August 26, 2005, to the City of Albemarle for the
subject residuals land application program. / f
�7
This permit shall be effective from the date of issuance until7ul�y 31-01-T-shall void Permit No.
WQ0002616, issued- on February 26, 1999; and shall be subject to the conditions and limitations as
specified therein. Make note of this permit's expiration date and the fact that a permit renewal
application is due to the Division of Water Quality (Division) no later than six months prior to that date
(i.e., see Condition VI. 7.), as the Division does not send reminders to apply for permit renewal.
This permit approves the continued operation of the residuals land application program for
another" five-year cycle. As always; remember to take the time to review this permit thoroughly, as
some of the conditions contained therein may have been added, changed; or deleted since the last
issuance. Pay particular attention to the monitoring requirements in this permit. Failure to establish an
adequate system for collecting and maintaining the required operational information will result in future
compliance problems. Of special interest to you are the following:
♦ Site numbering system presented in the permit application package does not match with that
reported in the annual monitoring forms.. Please note the footnote "a" of the Attachment B of this
permit that requires the submittal of a new Land Application Site Certification Attachment Form
(FORM: LASCA 02/02) complete with updated site numbering system and acreage information
along with updated buffer maps within 90 days of the issuance of this permit.
♦ Soil analyses results show elevated soil copper concentrations in most land application sites.
Please note the footnote "b" of the Attachment B of this permit this site that requires close
monitoring of the soil copper concentrations to prevent copper levels to reach the critical levels.
One
NorthCarohna
naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

Mr. Raymond Allen
Page 2
August 26, 2005
0 Condition IV.3 of this permit requires the temporary abandonment of the monitor well(s) MW-4,
MW-5, MW-6, MW-7, MW-8, and MW-9 within sixty (60) days of permit issuance.
v . You have selected Alternative 3 (bench -scale aerobic batch digestion) for vector attraction
reduction. Please be advised that this option is suitable only for aerobically digested liquid
residuals with 2% or less solids that cannot meet the requirements of Option 1 — e.g. residuals
treated in extended aeration plants [40 CFR 503.33(b)(3)]. Liquid residuals with greater than 2%
solids can be diluted to 2% solids with unchlorinated effluent, and the test can then be run on
diluted residuals.
If any parts, requirements, and/or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30_ days following receipt of this
permit. This request shall be in the from of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, North Carolina 27699-6714. Unless such demands are made, this permit shall be final
and binding.
If you need any additional information concerning this matter, please c ntact Mr. J R Joshi by
telephone at [phone], or via e-mail [e-mail].
r Sincerely
Alan W. Klime P.E.
cc: Stanly County Health Department
Mooresville -Regional Office -Aquifer Protection Program Section;
Technical Assistance and Certification Unit
APS Central Files
APS Files
LAU Residuals Program Coordinator

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF RESIDUAL SOLIDS (503) PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Albemarle
Stanly County
FOR THE
continued operation of a residuals land application program for the City of Albemarle and consisting of the
land application of residuals generated by the residuals source -generating facilities listed in the most
recently -certified Attachment A to the land application sites listed in the most recently -certified
Attachment B with no discharge of wastes to surface waters, pursuant to the permit modification and
renewal application package received on May 3, 2004 as well as the additional information received on
April 15, 2005 and May 13, 2005 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until July 31, 2010; shall void Permit No.
WQ0002616, issued on February 26, 1999; and shall be subject to the following specified conditions and
limitations:
I. PERFORMANCE STANDARDS
The residuals land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.
2. This permit shall become voidable if the soils of the land application sites fail to assimilate the
residuals adequately and may be rescinded unless the land application sites are maintained and .
operated in a manner that will protect the assigned water quality standards of the surface
waters and groundwater.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface waters or groundwater resulting from the operation of this residuals land application
program.

4. In the event that the residuals land application program is not operated satisfactorily, including
,the creation of nuisance conditions, the Permittee shall cease land applying residuals to the
site, contact the Aquifer Protection Section of the appropriate Division of Water Quality's
(Division) regional office, and take any immediate corrective actions as may be required by
the Division. .
No residuals other than those, generated by the residuals source -generating facilities listed in
the most recently -certified Attachment A of this permit shall be approved for land application
in accordance with this permit.
6. The pollutant concentrations in any residuals that are land applied to any land application site
shall not exceed the following Ceiling Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
7. When residuals are land applied under the conditions of this permit, the Class A pathogen
requirements and site restrictions in 40 CFR Part 503.32(a) or the Class B pathogen
requirements and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction
reduction requirements in 40 CFR Part 503.33 shall be met. Additionally, an evaluation shall
be performed that demonstrates the residuals' ability to comply with this requirement. Upon
request, a copy of this evaluation, including all test results and calculations, shall be
submitted. Only residuals that are generated by the residuals source -generating facilities that
are identified as being exempt from this condition in the most recently -certified Attachment A
shall not be required to comply with the specified pathogen reduction and vector attraction
reduction requirements.
8. Only the land application sites listed in the most recently -certified Attachment B of this permit
are approved for residuals land application.
9. This permit shall become voidable unless the agreements between the Permittee and the
landowners and lessees or operators of any land application sites listed in the most recently -
certified Attachment B of this permit not owned by the Permittee are in full force and effect.
These agreements shall be considered expired concurrent with the expiration date of the
permit and shall be renewed at the same time the permit is renewed.
10. The appropriate local governmental official (i.e., county manager, city manager, etc.) shall be
notified at least 24 hours prior to the initial residuals land application event to any new land
application site. In addition, the appropriate county manager's office shall be notified prior to
the initial residuals land application event on any new site so that they will be aware that
residuals land application activities have commenced on the site.
2

11. The Aquifer Protection Section of the appropriate Division's regional office shall be notified
at least 24 hours prior to the initial residuals land application event on any new land
application site. Such notification to the Regional Water Quality Supervisor shall be made
during normal office hours (i.e., from 8:00 a.m. until 5:00 p.m.) between Monday and Friday,
but excluding State Holidays. A list of the Division's regional offices, their county coverage,
and their contact information may be downloaded from the web site at
http://h2o.enr.state.nc.us/ndpu/.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and land application sites shall be properly maintained and operated at all times.
2. Upon classification of the residuals land application program by the Water Pollution Control
System Operators Certification Commission (WPCSOCC), the Permittee shall designate a
certified land application/residuals operator to be in responsible charge (ORC) of the program.
The operator shall hold a certificate of the type classification assigned to the program by the
WPCSOCC. The Permittee shall also designate a certified back-up operator of the appropriate
type to comply with the conditions of 15A NCAC 8G .0202.
No residuals shall be stored at any land application site at any time, unless written approval
has first been requested and obtained from the Division.
4. A copy of this .permit shall be maintained in all manned equipment at the land application sites
when residuals are being land applied during the life of this permit. A spill prevention and
control plan shall be maintained in all residuals transport and application vehicles.
5. When land applying residuals to any land application site, the following buffer zones shall be
maintained at all times:
a. 400 feet from residences or places of public assembly under separate ownership for
surface application methods; however, the buffer zone requirement may be reduced to a
minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
b. 200 feet from residences or places of public assembly under separate ownership for
subsurface application methods; however, the buffer zone requirement may be reduced to
a minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
c. 100 feet from any public or private water supply source, waters classified as SA or SB,
and any Class I or Class II impounded reservoir used as a source of drinking water for
both methods;
d. 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for surface application;
e.. 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for subsurface application;
f. 50 feet from property lines for both surface and subsurface application methods;
g. 50 feet from public right of ways for both surface and subsurface application methods;

h. 10 feet from upslope interceptor drains and surface water diversions for both surface and
subsurface application methods; and
i. 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage
systems, and surface drainage ditches for both surface and subsurface application methods.
Some of the buffers specified above may not have been included in previous permits for this
residuals land application program. However, any land application sites that are listed in the
most recently -certified Attachment B of this permit, but were approved with different buffers
shall be reflagged to comply with these buffers.
6. Maximum slope for land application of residuals shall be 10 percent for surface application
methods and 18 percent for subsurface application methods.
Specific residuals land application area boundaries shall be clearly marked on each land
application site prior to and during a residuals land application event.
The metal loading rates on any land application site shall not exceed the following
Cumulative Pollutant Loading Rates (CPLRs):
Parameter
CPLR
(kilograms per hectare)
CPLR
founds per acre)
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
n/a
n/a
Nickel
420
374
Selenium
100
1 89
Zinc
2,800
1 2,498
9. An acceptable pH shall be maintained in the soil, residuals, and lime mixture, greater than 6.0,
on all land application sites onto which residuals are land applied to ensure optimum yield for
the crops specified in Condition II. 13. The agronomist shall provide information on the pH
best suited for the specified crop and the soil type.
10. Should any of the residuals generated by the residuals source -generating facilities listed in the
most recently -certified Attachment A of this permit contain a high salt content (i.e., high
sodium adsorption ratio (SAR) of five or higher), the exchangeable sodium percentage (ESP)
or -other method as approved by the Division, using the results from the annual soils analysis
as required by this permit, shall be monitored on all of the land application sites. The local
Cooperative Extension Office; the Department of Agriculture and Consumer Services, the
Natural Resource Conservation Service, a North Carolina -licensed Soil Scientist, or other
agronomist shall review the results and make recommendations regarding soil amendments
(e.g., gypsum, etc.) or other ameliorative mechanism for maintaining the integrity of the site in
terms of suitability for land application of residuals and maintaining conditions conducive to
crop growth. The Permittee shall implement such recommendations accordingly and shall
maintain written records of each monitoring event that includes details of the sites covered
and rate of soil amendment application.
M

11. Prior to land applying residuals to any land application site that has previously received or is
intended to receive animal waste (e.g., poultry litter, etc.) or other source of nutrients (e.g.,
fertilizer, etc.) in the future, the Permittee shall obtain information pertaining to the volume
and analysis of the applied waste/nutrients from the landowner and/or lessee/operator of the
site. The Permittee shall be responsible for verifying the volume of residuals that may be land
applied to the site such that the plant available nitrogen (PAN) loading rate for the specified
crop (i.e., see Condition II. 13.) shall not be exceeded by all of the sources of PAN applied.
Should the maximum PAN loading rate be met or exceeded, then no additional residuals shall
be land applied to the site.
12. A suitable vegetative cover, as listed in Condition II. 13., shall be maintained on land
application sites onto which residuals are land applied in accordance with the crop
management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or other
agronomist and as approved by the Division.
13. Residuals and other sources of PAN shall be land applied to all land application sites at
agronomic rates in accordance with the crop management plan outlined by the local
Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer
Services, the Natural Resource Conservation Service, or other agronomist. Under no
circumstances shall the following PAN loading rates land applied to any site exceed the
following for the specified crops:
PAN
PAN
Crop
(pounds per
Crop
(pounds per
acre per ear)
acre per year)
Alfalfa
200
Forest
(Hardwood or Softwood)
75
Bermuda Grass
220
Milo
100
(Hay or Pasture)
Blue Grass
120
- Small Grain
100
(Wheat, Barley, or Oats)
Corn
160
Sorghum or Sudex
180
(Grain)
(Pasture)
Corn
200
Sorghum or Sudex
220
(Silage)
(Silage)
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, or
200
Rye Grasses
The Permittee shall apply for and receive a modification of this permit before land applying
residuals on any land application site that is to be established in a crop other than those listed
above. A maximum PAN loading rate for the desired crop shall be approved with the permit
modification.
If the land application sites are to be overseeded (e.g., bermuda grass in the summer and rye
grass in the winter with BOTH crops to receive residuals), then the second crop shall receive
an application of PAN at a rate of no greater than 50 pounds per acre per year. This practice
shall be allowed as long as the second crop is to be harvested. If the second crop is to be
planted for erosion control only and is to be tilled into the soil, then no residuals shall be land
applied to these sites because the PAN will essentially be returned to the soil.
5

Residuals shall not be land applied at.rates greater than agronomic rates, unless authorized by
the Division.
14. Animals shall not be grazed on any land application site for 30 days after any residuals land
application event. Sites that are to be used for grazing shall have fencing that will be used to
prevent access after each event.
15. Food crops, feed crops, and fiber crops that do not come in'contact with the residuals shall not
be harvested for 30 days after any residuals land application event.
16. Food crops with harvested parts that touch the residual/soil mixture and are totally above the
land surface (e.g., tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14
months after any residuals land application event.
17. Food crops with harvested parts below the surface of the land (i.e., root crops such as potatoes,
carrots, radishes, etc.) shall not be harvested for 20 months after any residuals land application
event when the residuals remain on the land surface for four months or longer prior to
incorporation into the soil.
18. Food crops with harvested parts below the surface of the land shall not be harvested for 38
months after any residuals land application event when the residuals remain on the land
surface for less than four months prior to incorporation into the soil.
19. Turf shall not be harvested for one year after any residuals land application event.
20. Adequate provisions shall betaken to prevent wind erosion and surface runoff from conveying
residuals from the land application sites onto adjacent properties or into any surface waters.
21. Adequate procedures shall be provided to prevent surface runoff from carrying any land
applied or stored residuals into any surface waters. .
22. Surface -applied residuals shall be -plowed or disced within 24 hours after land application on
land application sites with no cover crop established.
23. For land application sites that are prone to flooding or within the 100-year flood elevation,
residuals shall be land applied only during periods of dry weather. The residuals shall be
incorporated into the soil within 24 hours after land application.
24. Residuals shall not be land applied during inclement weather or until 24 hours following a
rainfall event of 0.5-inch or greater in 24 hours. Any emergency residuals land application
measures shall first be approved in writing by the Division.
25. Residuals shall not be land applied to any land application site that is flooded, frozen, or
snow-covered.
26. Appropriate measures shall be taken to control public access to the land application sites
during active site use and for the 12-month period following the last residuals land application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.
0

III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (i.e., including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division to ensure protection of the environment shall be
established, and an acceptable sainpling and reporting schedule shall be followed.
2. Residuals generated by each residuals source -generating facility listed in the most -recently -
certified Attachment A of this permit shall be analyzed to demonstrate that they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). A corrosivity;
\� ignitability, and reactivity analysis as well as a Toxicity Characteristics Leaching Procedure
�v (TCLP) analysis shall be conducted on residuals generated by each residuals source -
generating facility listed in the most recently -certified Attachment A of this permit. The
analyses shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and the results shall be maintained on file by the Permittee for a
minimum of five years. If residuals generated by a particular residuals source -generating
facility are land applied at a frequency less than that which is specified in the most recently -
certified Attachment A of this permit, the analyses shall be required for each residuals land
application event. Only residuals that are generated by the residuals source -generating
facilities that are identified as being exempt from this condition in the most recently -certified
Attachment A of this permit shall not be required to comply with this monitoring requirement.
The TCLP analysis shall include the following parameters (i.e., note the regulatory level in
milligrams per liter in parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
.1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
After the residuals have been monitored as specified above
for two years at the frequency
specified in the most recently -certified Attachment A of this permit,
the Permittee may submit
a request to the Division for a permit modification to request
a reduction of this monitoring
requirement. In no case, however, shall the frequency of monitoring be less than once per
permit cycle.
7

An analysis shall be conducted on residuals generated by each residuals source -generating
facility listed in the most recently -certified Attachment A of this permit. The analysis shall be
performed at the frequency specified in the most recently -certified Attachment A of this
permit, and the results shall be maintained on file by the Permittee for a minimum of five
years. If residuals generated :by a particular residuals source -generating facility are land
applied at a frequency less than that which is specified in the most recently -certified
Attachment A of this permit, an analysis shall be required for each residuals land application
event. The analysis shall include, but shall not necessarily be limited to, the following
parameters:
Aluminum
Ammonia -Nitrogen
Arsenic
Cadmium
Calcium
Copper
Lead
Magnesium
Mercury
Molybdenum
Nickel
Nitrate -Nitrite Nitrogen
Percent Total Solids
pH
Phosphorus
Potassium
Selenium
Sodium
Total Kjeldahl Nitrogen
Zinc
Plant Available Nitrogen
(by calculation)
After the residuals generated by a particular residuals source -generating facility have been
monitored for two years at the frequency specified in the most recently -certified Attachment A
of this permit, the Permittee may submit a request to the Division for a permit modification to
reduce the frequency of this monitoring requirement. In no case, however, shall the frequency
of this monitoring be less than once per year when a residuals land application event of
residuals generated by the residuals source -generating facility occurs during that year.
4. Residuals generated by each residuals source -generating facility listed in the most recently -
certified Attachment A of this permit shall be monitored for compliance with Condition I. 7.
The monitoring shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and data to verify pathogen and vector attraction reduction of the
residuals shall be maintained on file by the Permittee for a minimum of five years. The
required data shall be specific to the stabilization process utilized, but -also shall be sufficient
to demonstrate clear compliance with the Class A pathogen reduction requirements in 40 CFR
Part 503.32(a) or the Class B pathogen eq irements and site restrictions in 40 CFR
Part 503.32(b) as well —a ne o vector attraction reduction requirements in 40 CFR Part
503.33. In addition, the Environmental Protection Agency (EPA) certification statements
concerning compliance- with pathogen reduction requirements, vector attraction reduction
requirements, and management practices shall be completed quarterly by the proper authority
or authorities, if more than one is involved (i.e., either the person who prepares the residuals,
the person who derives the material, or the person who applies the residuals). Only residuals
that are generated by the residuals source -generating facilities that are identified as being
exempt from Condition I. 7. in the most recently -certified Attachment A of this permit shall
not be required to comply with this monitoring requirement.
5. Laboratory analyses as required by Condition III. 2., Condition III. 3., and Condition III. 4.
shall be performed/gathered on the residuals as they are to be land applied. Furthermore,
analytical determinations made pursuant to the monitoring and reporting requirements of this
permit shall be made by a laboratory certified by the Division for the required parameter(s)
under 15A NCAC 2H .0800 or 15A NCAC 2H .1100.

6. Proper records shall be maintained by the Permittee tracking all residuals land application
events. These records shall include, but are not necessarily limited to, the following
information:
a. Source of residuals;
b. Date of land application;
c. Location of land application (i.e., site, field, or zone number);
d. Method of land application;
e. Weather conditions (i.e., sunny, cloudy, raining, etc.);
f. Soil conditions (i.e., dry, wet, frozen, etc.);
g. Type of crop or crops to be grown on field;
h. Volume of residuals land applied in gallons per acre, dry tons per acre, or kilograms per
hectare;
i. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per
acre, or kilograms per hectare (if applicable);
j. Volume of soil amendments (i.e., lime, gypsum, etc.) applied in gallons per acre, dry ton
per acre, or kilograms per hectare (if applicable); and
k. Annual and cumulative totals of dry tons per acre. of residuals as well as animal waste and
other sources of nutrients (i.e., if applicable), annual and cumulative pounds per acre of
each heavy metal (i.e., shall include, but shall not be limited to, arsenic, cadmium, copper,
lead, mercury, molybdenum, nickel, selenium, and zinc), annual pounds per acre of PAN,
and annual pounds per acre of phosphorus applied to each field.
7. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be
conducted on each land application site on which a residuals land application event in the
respective calendar year has occurred or is to occur, and the results shall be maintained on file
by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall
include, but is not necessarily limited to, the following parameters:
Acidity Exchangeable Sodium Percentage (by calculation)
Calcium Magnesium Phosphorus
Cation Exchange Capacity Manganese Potassium
Copper Percent Humic Matter Sodium
Base Saturation (by calculation) pH Zinc
8. Three copies of all required monitoring and reporting requirements as specified in Condition
III. 1., Condition III. 2., Condition III. 3., Condition I11. 4., Condition III, 5., Condition 111, 6.,
and Condition III. 7. shall be submitted annually on or before March 1 st of the year following .
the residuals land application event to the following address:
Division of Water Quality
1617 Mail Service Center
Attn: Information Management
Raleigh, North Carolina 27699-1617

Noncompliance Notification:
The Permittee shall report by telephone to the Aquifer Protection Section of the Division's
Mooresville Regional Office at telephone number [phone], as soon as possible, but in
no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence with the residuals land application program that results in the land
application of significant amounts of residuals that are abnormal in quantity or
characteristic.
b. Any failure of the residuals land application program resulting in a release of material to
receiving waters.
c. Any time that self -monitoring information indicates that the residuals land application
program has gone out of compliance with the conditions and limitations of this permit or
the parameters on which the program system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the residuals land
application program incapable of adequate residuals treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report shall outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Land Application Site Requirements:
a. Each land application site identified with a GW-A in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
greater than three feet below the land surface. Residuals land application events may
occur on these sites throughout the year.
b. Each land application site identified with a GW-B in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
between one and three feet below the land surface. Residual land application events on
these sites shall be prohibited from December through March, inclusive. No residuals
shall be land applied to these sites when the vertical separation between the depth of
residuals land application and the water table is less than three feet. The actual water
table depth for seasonally -restricted soils shall be verified by soil borings within 24 hours
prior to any residuals land application event that occurs from April through November,
inclusive. The number of borings advanced shall be sufficient to characterize water table
conditions across the land application site adequately. Any open borings shall be properly
filled with native soil, prior to the residuals land application event, to decrease the chance
of any residuals contaminating the groundwater.
10

Applicable Boundary Requirements:
a. The COMPLIANCE BOUNDARY for residuals land application programs is specified by
regulations in 15A NCAC 2L (i.e., "Groundwater Classifications and Standards"). The
Compliance Boundary for each land application site is established at either 250 feet from
the residuals land application area or 50 feet within the property boundary, whichever is
closest to the residuals land application area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106 (d)(2).
b. The REVIEW BOUNDARY shall be established around each land application site
midway between the Compliance Boundary and the perimeter of the residuals land
application area. Any exceedance of Groundwater Quality Standards at the Review
Boundary shall require action in accordance with 15A NCAC 2L .0106 (d)(2).
Well Construction / Abandonment Criteria:
Within sixty (60) days of permit issuance, monitor well(s) MW-4, MW-5, MW-6, MW-7,
MW-8, and MW-9, shall be temporarily abandoned by securing the wellheads to prevent
access by hand. Each well shall have a lockable cap and be locked in order to reasonably
ensure against unauthorized access and use [15A NCAC 2C .0108(c)(7)]. The well(s) shall
be further secured by placing a compatible watertight cap or seal onto the riser pipe to
prevent potential contamination from entering the well(s).
4. SamplinjZ Criteria:
a. Monitor wells MW-1, MW-2, and MW-3 shall be sampled every April and October for
the parameters listed below. Prior to sampling the parameters, the measurement of water
levels must be taken. The depth to water in each well shall be measured from the
surveyed point on the top of the casing. The measuring points (top of well casing) of all
monitoring wells shall be surveyed relative to a common datum.
TDS pH
Total Ammonia Nitrogen TOC
Water Level
Nitrate Nitrogen
Fecal Coliforms
b. For Total Organic Carbon (TOC), if concentration greater than 10 mg/l is detected in any
down -gradient monitoring well additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells
shall be subject to the additional sampling and analysis as described above.
c. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
11

5. Reporting / Documentation:
a. All reports and documentation (GW-30, GW-59) shall be mailed to the following address:
NCDNR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Updated blank forms (GW-30, GW-59) may be downloaded from the Aquifer Protection
Section's website at http://gw.ehnr.state.nc.us/ or requested from the address mentioned
above
b. The results of the sampling and analysis must be received on Form GW-59 (Groundwater
Quality Monitoring: Compliance Report Form) by the Aquifer Protection Section (address
listed in the "Reporting / Documentation" section of the Groundwater Requirements), on
or before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using
the most recent GW-59 form along with attached copies of the laboratory analyses.
6. Additional Requirements:
a. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
Prior to each residuals land application event, the Permittee or his designee shall inspect the
residuals storage, 'transport, and application facilities to prevent malfunctions and
deterioration, operator errors, and discharges that may cause or lead to the release of wastes to
the environment, a threat to human health, or a nuisance. The Permittee shall maintain an
inspection log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of five years from the date of the
inspection and shall be made available to the Division or other permitting authority, upon
request.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises, or place on or related to
the land application sites or facilities at any reasonable time for the purpose of determining
compliance with this permit; may inspect or copy any records that must be kept under the
terms and conditions of this permit; and may obtain samples of groundwater, surface water, or
leachate.
VI. GENERAL CONDITIONS
1. This permit shall become voidable unless the residuals land application events are carried out
in accordance with the conditions of this permit, the supporting materials, and in the manner
approved by the Division.
12

2. This permit shall be effective only with respect to the nature and volume of residuals described
in the application and other supporting data.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statutes § 143-215.6A througli § 143-215.6C.
4. The annual administering and compliance fee shall be paid by the Permittee within 30 days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division
to initiate action to revoke this permit, as specified by 15 NCAC 2H .0205 (c)(4).
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) which have jurisdiction, including, but not limited to, applicable
river buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements
in 15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC .0500.
6. This permit may be modified, revoked, and/or reissued to incorporate any conditions,
limitations and monitoring requirements the Division deems necessary in order to protect the
environment and public health adequately.
7. The Permittee, at least six months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Division shall review the adequacy of the facilities
and residuals land application program described therein, and if warranted, shall extend the
permit for such period of time and under such conditions and limitations as it may deem
appropriate.
8. This permit shall not be automatically transferable. In the event that there is a desire for the
residuals land application program to change ownership or to change the name of the
Permittee, a formal permit request shall be submitted to the Division documentation from the
parties involved and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
Permit issued this the twAty-sixth day of August, 2005.
NORTH CARiOtINA ENVU(0X G1ENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002616
13

ATTACHMENT A - Approved Residual Source-Generatins Facilities
Permit No. WQ0002616
City of Albemarle
City of Albemarle Residuals Laid Application Program (D)
rc-
Owner
Facility Name
County
Permit
Issued By
Is 503?
Maximum
Monitoring
Monitoring
Approved
Number
Dry.Tons
Frequency for
Frequency for
Mineralization
Per Year
Condition III.2.
Condition III.3. and
Rate
Condition III. 4.
City of Albemarle
Little Creek W WTP
I Stanly
I NCO024244
I DWQ
1 503
1 900.00
1 Annually
I Quarterly
1 0.30
Total
900.00
1 -
Permit No. WQ0002616
Page 1 of 1
Certification Date: August 26, 2005

�J Tk« Hnpe
- r
IF
' �'� :� � _' I/ � .-ter' - `_1�` �•_�- � --- -- -\�_-_
' ��� : _-. ----- - �- lam' _�, ., �_:-. � :--- - 1-'�' �, "-`�;� • .��_ __-
— Old Freedom
Cem -` _
4 —
'r
wCem
F
_`Cem- — cas - - ` •_ a - - ..
Ir ( i
Latitude:
350' 23'46-'
Longitude:
800 l 1' 55"
USGS Quad #:
F18SW
River Basin #:
03-17-13
Receiving Stream: Long Creek
Stream Class:
C
Lon-cr Creek WWTP
N CO024244
Stanly County

ATTACHMENT B - Approved Land Application Sites
Permit No. WQ0002616
City of Albemarle
City of Albemarle Residuals Land Application Program, (D)
Site/Field ID'
Landowner
Lessee/Operator
County
Latitude
Longitude
Net Acreage
Applicable Restriction
in Condition IV. 1.
016
City Of Albemarle
Stanly
35019'15".
80013'15"
c S 130.00 -
GW-A
S:Vt� 02b -
City Of Albemarle
Stanly
35°18'26"
80°12'49"
1300.00
GW-A
SQL 03'
City Of Albemarle
Stanly
35019'33"
80012'49"
L,S 78.80
GW-A
For County
Stanly
508.8
—Total
Total
1
508.8
aSite numbering system presented here and in the permit application package does not match with that reported in the annual monitoring Corms.
Within 90 calendar days of this permit's issuance, a new Land Application Site Certification Attachment Form (FORM: LASCA 02/02)
complete with updated site numbering system and acreage information along with updated buffer maps, not to exceed 8.5" X _11" in dimension,
of all land application sites, prepared in accordance with current Division guidance, shall be prepared and submitted to the Division for review.
Mail two copies of all the documents to to the NCDENR-DWQ, Aquifer Protection, Land Application Unit, c/o Residuals Program
Coordinator,1636 Mail Service Center, Raleigh, NC 27699-1636.
b Soil anlayses results show elevated copper levels ,in the soils of this site. Even though the copper concentrations currently are below the critical
toxic levels, these sites must be monitored closely to prevent copper levels to reach the critical levels.The Permittee may be required to seek
additional land for residual application, if the copper levels continue to rise above the current levels.
Permit No. WQ0002616 . Page 1 of 1 Certification Date: August 26, 2005

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r,L_EN,r',RLE QU.".DR ;Nv^L= COY OF ALH�MARL� , !�!.'C. ®M .
NORTH CAIZ• OLINA

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMNIISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF RESIDUAL SOLIDS (503) PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Albemarle
Stanly County
FOR THE
continued operation of a residuals land application program for the City of Albemarle and consisting of the
land application of residuals generated by the residuals source -generating facilities listed in the most
recently -certified Attachment A to the land application sites listed in the most recently -certified
Attachment B with no discharge of wastes to surface waters, pursuant to the permit modification and
renewal application package received on May 3, 2004 as well as the additional information received on
April 15, 2005 and May 13, 2005 and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
c��C�
This permit shall be effective from the date of issuance untiltalhy 1, 2�(�}10; -hall void Permit No.
,Q00+2i6, issued on February 26, 1999; and shall be subject to the fo`llowmg specified conditions and
limitations:
I. PERFORMANCE STANDARDS
The residuals land application program shall be effectively maintained and operated as a non -
discharge system to prevent the discharge of any wastes resulting from the operation of this
program.
2. This permit shall become voidable if the soils of the land application sites fail to assimilate the
residuals adequately and may be rescinded unless the land application sites are maintained and
operated in a manner that will protect the assigned water quality standards of the surface
waters and groundwater.
3. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to
surface waters or groundwater resulting from the operation of this residuals land application
program.

4. In the event that the residuals land application program is not operated satisfactorily, including
the creation of nuisance conditions, the Permittee shall cease land applying residuals to the
site, contact the Aquifer Protection Section of the appropriate Division of Water Quality's
(Division) regional office, and take any immediate corrective actions as may be required by
the Division.
No residuals other than those generated by the residuals source -generating facilities listed in
the most recently -certified Attachment A of this permit shall be approved for land application
in accordance with this permit.
6. The pollutant concentrations in any residuals that are land applied to any land application site
shall not exceed the following Ceiling Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
(milligrams per kilogram)
Arsenic
75
Cadmium
85
Copper
4,300
Lead
840
Mercury
57
Molybdenum
75
Nickel
420
Selenium
100
Zinc
7,500
7. When residuals are land applied under the conditions of this permit, the Class A pathogen
requirements and site restrictions in 40 CFR Part 503.32(a) or the Class B pathogen
requirements and site restrictions in 40 CFR Part 503.32(b), and one of vector attraction
reduction requirements in 40 CFR Part 503.33 shall be met. Additionally, an evaluation shall
be performed that demonstrates the residuals' ability to comply with this requirement. Upon
request, a copy of this evaluation, including all test results and calculations, shall be
submitted. Only residuals that are generated by the residuals source -generating facilities that
are identified as being exempt from this condition in the most recently -certified Attachment A
shall not be required to comply with the specified pathogen reduction and vector attraction
reduction requirements.
Only the land application sites listed in the most recently -certified Attachment B of this permit
are approved for residuals land application.
9. This permit shall become voidable unless the agreements between the Permittee and the
landowners and lessees or operators of any land application sites listed in the most recently -
certified Attachment B of this permit not owned by the Permittee are in full force and effect.
These agreements shall be considered expired concurrent with the expiration date of the
permit and shall be renewed at the same time the permit is renewed.
10. The appropriate local governmental official (i.e., county manager, city manager, etc.) shall be
notified at least 24 hours prior to the initial residuals land application event to any new land
application site. In addition, the appropriate county manager's office shall be notified prior to
the initial residuals land application event on any new site so that they will be aware that
residuals land application activities have commenced on the site.

11. The Aquifer Protection Section of the appropriate Division's regional office shall be notified
at least 24 hours prior to the initial residuals land application event on any new land
application site. Such notification to the Regional Water Quality Supervisor shall be made
during normal office hours (i.e., from 8:00 a.m. until 5:00 p.m.) between Monday and Friday,
but excluding State Holidays. A list of the Division's regional offices, their county coverage,
and their contact information may be downloaded from the web site at
http://h2o.enr.state.ne.us/ndpu/.
H. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities and land application sites shall be properly maintained and operated at all times.
2. Upon classification of the residuals land application program by the Water Pollution Control
System Operators Certification Commission (WPCSOCC), the Permittee shall designate a
certified land application/residuals operator to be in responsible charge (ORC) of the program.
The operator shall hold a certificate of the type classification assigned to the program by the
WPCSOCC. The Permittee shall also designate a certified back-up operator of the appropriate
type to comply with the conditions of 15A NCAC 8G .0202.
3. No residuals shall be stored at any land application site at any time, unless written approval
has first been requested and obtained from the Division.
4. A copy of this permit shall be maintained in all manned equipment at the land application sites
when residuals are being land applied during the life of this permit. A spill prevention and
control plan shall be maintained in all residuals transport and application vehicles.
When land applying residuals to any land application site, the following buffer zones shall be
maintained at all times:
a. 400 feet from residences or places of public assembly under separate ownership for
surface application methods; however, the buffer zone requirement may be reduced to a
minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
b. 200 feet from residences or places of public assembly under separate ownership for
subsurface application methods; however, the buffer zone requirement may be reduced to
a minimum of 100 feet upon written consent of the owner and approval from the Aquifer
Protection Section of the appropriate Division's regional office in Attachment B of this
permit;
c. 100 feet from any public or private water supply source, waters classified as SA or SB,
and any Class I or Class II impounded reservoir used as a source of drinking water for
both methods;
d. 100 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for surface application;
e. 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal
waters and any other lake or impoundment for subsurface application;
f. 50 feet from property lines for both surface and subsurface application methods;
g. 50 feet from public right of ways for both surface and subsurface application methods;

h. 10 feet from upslope interceptor drains and surface water diversions for both surface and
subsurface application methods; and
i. 25 feet from downslope interceptor drains, surface water diversions, groundwater drainage
systems, and surface drainage ditches for both surface and subsurface application methods.
Some of the buffers specified above may not have been included in previous permits for this
residuals land application program. However, any land application sites that are listed in the
most recently -certified Attachment B of this permit, but were approved with different buffers
shall be reflagged to comply with these buffers.
6. Maximum slope for land application of residuals shall be 10 percent for surface application
methods and 18 percent for subsurface application methods.
7. Specific residuals land application area boundaries shall be clearly marked on each land
application site prior to and during a residuals land application event.
8. The metal loading rates on any land application site shall not exceed the following
Cumulative Pollutant Loading Rates (CPLRs):
Parameter
CPLR
(kilograms per hectare)
CPLR
(pounds per acre)
Arsenic
41
36
Cadmium
39
34
Copper
1,500
1,338
Lead
300
267
Mercury
17
15
Molybdenum
n/a
n/a
Nickel
420
374
Selenium
100
89
Zinc
2,800
2,498
10 An acceptable pH shall be maintained in the soil, residuals, and lime mixture, greater than 6.0,
on all land application sites onto which residuals are land applied to ensure optimum yield for
the crops specified in Condition II. 13. The agronomist shall provide information on the pH
best suited for the specified crop and the soil type.
10. Should any of the residuals generated by the residuals source -generating facilities listed in the
most recently -certified Attachment A of this permit contain a high salt content (i.e., high
sodium adsorption ratio (SAR) of five or higher), the exchangeable sodium percentage (ESP)
or other method as approved by the Division, using the results from the annual soils analysis
as required by this permit, shall be monitored on all of the land application sites. The local
Cooperative Extension Office, the Department of Agriculture and Consumer Services, the
Natural Resource Conservation Service, a North Carolina -licensed Soil Scientist, or other
agronomist shall review the results and make recommendations regarding soil amendments
(e.g., gypsum, etc.) or other ameliorative mechanism for maintaining the integrity of the site in
terms of suitability for land application of residuals and maintaining conditions conducive to
crop growth. The Permittee shall implement such recommendations accordingly and shall
maintain written records of each monitoring event that includes details of the sites covered
and rate of soil amendment application.
4

11. Prior to land applying residuals to any land application site that has previously received or is
intended to receive animal waste (e.g., poultry litter, etc.) or other source of nutrients (e.g.,
fertilizer, etc.) in the future, the Permittee shall obtain information pertaining to the volume
and analysis of the applied waste/nutrients from the landowner and/or lessee/operator of the
site. The Permittee shall be responsible for verifying the volume of residuals that may be land
applied to the site such that the plant.available nitrogen (PAN) loading rate for the specified
crop (i.e., see Condition II. 13.) shall not be exceeded by all of the sources of PAN applied.
Should the maximum PAN loading rate be met or exceeded, then no additional residuals shall
be land applied to the site.
12. A suitable vegetative cover, as listed in Condition II. 13., shall be .maintained on land
application sites onto which residuals are land applied in accordance with the crop
management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or other
agronomist and as approved by the Division.
13. Residuals and other sources of PAN shall be land applied to all land application sites at
agronomic rates in accordance with the crop management plan outlined by the local
Cooperative Extension Office, the North Carolina Department of Agriculture and Consumer
Services, the Natural Resource Conservation Service, or other agronomist. Under no
circumstances shall the following PAN loading rates land applied to any site exceed the
followina for the s ecified cro s:
PAN
PAN
Crop
(pounds per
Crop
(pounds per
acre per year)
acre per year)
Alfalfa
200
Forest
(Hardwood or Softwood)
75
Bermuda Grass
220
Milo
100
(Hay or Pasture)
Blue Grass
120
Small Grain
100
(Wheat, Barley, or Oats)
Corn
160
Sorghum or Sudex
180
(Grain)
(Pasture)
Corn
200
Sorghum or Sudex
220
(Silage)
(Silage)
Cotton
70
Soybeans
200
Fescue
250
Timothy, Orchard, or
200
Rye Grasses
The Permittee shall apply for and receive a modification of this permit before land applying
residuals on any land application site that is to be established in a crop other than those listed
above. A maximum PAN loading rate for the desired crop shall be approved with the permit
modification.
If the land application sites are to be overseeded (e.g., bermuda grass in the summer and rye
grass in the winter with BOTH crops to receive residuals), then the second crop shall receive
an application of PAN at a rate of no greater than 50 pounds per acre per year. This practice
shall be allowed as long as the second crop is to be harvested. If the second crop is to be
planted for erosion control only and is to be tilled into the soil, then no residuals shall be land
applied to these sites because the PAN will essentially be returned to the soil.
`i

Residuals shall not be land applied at rates greater than agronomic rates, unless authorized by
the Division.
14. Animals shall not be grazed on any land application site for 30 days after any residuals land
application event. Sites that are to be used for grazing shall have fencing that will be used to
prevent access after each event.
15. Food crops, feed crops, and fiber crops that do not come in contact with the residuals shall not
be harvested for 30 days after any residuals land application event.
16. Food crops with harvested parts that touch the residual/soil mixture and are totally above the
land surface (e.g., tobacco, melons, cucumbers, squash, etc.) shall not be harvested for 14
months after any residuals land application event.
17. Food crops with harvested parts below the surface of the land (i.e., root crops such as potatoes,
carrots, radishes, etc.) shall not be harvested for 20 months after any residuals land application
event when the residuals remain on the land surface for four months or longer prior to
incorporation into the soil.
18. Food crops with harvested parts below the surface of the land shall not be harvested for 38
months after any residuals land application event when the residuals remain on the land
surface for less than four months prior to incorporation into the soil.
19. Turf shall not be harvested for one year after any residuals land application event.
20. Adequate provisions shall be taken to prevent wind erosion and surface runoff from conveying
residuals from the land application sites onto adjacent properties or into any surface waters.
21. Adequate procedures shall be provided to prevent surface runoff from carrying any land
applied or stored residuals into any surface waters.
22. Surface -applied residuals shall be plowed or disced within 24 hours after land application on
land application sites with no cover crop established.
23. For land application sites that are prone to flooding or within the 100-year flood elevation,
residuals shall be land applied only during periods of dry weather. The residuals shall be
incorporated into the soil within 24 hours after land application.
24. Residuals shall not be land applied during inclement weather or until 24 hours following a
rainfall event of 0.5-inch or greater in 24 hours. Any emergency residuals land application
measures shall first be approved in writing by the Division.
25. Residuals shall not be land applied to any land application site that is flooded, frozen, or
snow-covered.
26. Appropriate measures shall be taken to control public access to the land application sites
during active site use and for the 12-month period following the last residuals land application
event. Such controls may include the posting of signs indicating the activities being
conducted at each site.
M

III. MONITORING AND REPORTING REQUIItEMENTS
Any monitoring (i.e., including groundwater, surface water, residuals, soil, or plant tissue
analyses) deemed necessary by the Division to ensure protection of the environment shall be
established, and an acceptable sampling and reporting schedule shall be followed.
Residuals generated by each residuals source -generating facility listed in the most -recently -
certified Attachment A of this permit shall be analyzed to demonstrate that they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). A corrosivity,
ignitability, and reactivity analysis as well as a Toxicity Characteristics Leaching Procedure
(TCLP) analysis shall be conducted on residuals generated by each residuals source -
generating facility listed in the most recently -certified Attachment A of this permit. The
analyses shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and the results shall be maintained on file by the Permittee for a
minimum of five years. If residuals generated by a particular residuals source -generating
facility are land applied at a frequency less than that which is specified in the most recently -
certified Attachment A of this permit, the analyses shall be required for each residuals land
application event. Only residuals that are generated by the residuals source -generating
facilities that are identified as being exempt from this condition in the most recently -certified
Attachment A of this permit shall not be required to comply with this monitoring requirement.
The TCLP analysis shall include the following parameters (i.e., note the regulatory level in
milligrams per liter in parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.Q)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide) (0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
After the residuals have been monitored as specified above for two years at the frequency
specified in the most recently -certified Attachment A of this permit, the Permittee may submit
a request to the Division for a permit modification to request a reduction of this monitoring
requirement. In no case, however, shall the frequency of monitoring be less than once per
permit cycle.
7

r!U
An analysis shall be conducted on residuals generated by each residuals source -generating
facility listed in the most recently -certified Attachment A of this permit. The analysis shall be
performed at the frequency specified in the most recently -certified Attachment A of this
permit, and the results shall be maintained on file by the Permittee for a minimum of five
years. If residuals generated by a particular residuals source -generating facility are land
applied at a frequency less than that which is specified in the most recently -certified
Attachment A of this permit, an analysis shall be required for each residuals land application
event. The analysis shall include, but shall not necessarily be limited to, the following
parameters:
Aluminum
Ammonia -Nitrogen
Arsenic
Cadmium
Calcium
Copper
Lead
Magnesium
Mercury
Molybdenum
Nickel
Nitrate -Nitrite Nitrogen
Percent Total Solids
pH
Phosphorus
Potassium
Selenium
Sodium
Total Kjeldahl Nitrogen
Zinc
Plant Available Nitrogen
(by calculation)
After the residuals generated by a particular residuals source -generating facility have been
monitored for two years at the frequency specified in the most recently -certified Attachment A
of this permit, the Permittee may submit a request to the Division for a permit modification to
reduce the frequency of this monitoring requirement. In no case, however, shall the frequency
of this monitoring be less than once per year when a residuals land application event of
residuals generated by the residuals source -generating facility occurs during that year.
Residuals generated by each residuals source -generating facility listed in the most recently -
certified Attachment A of this permit shall be monitored for compliance with Condition I. 7.
The monitoring shall be performed at the frequency specified in the most recently -certified
Attachment A of this permit, and data to verify pathogen and vector attraction reduction of the
residuals shall be maintained on file by the Permittee for a minimum of five years. The
required data shall be specific to the stabilization process utilized, but also shall be sufficient
to demonstrate clear compliance with the Class A pathogen reduction requirements in 40 CFR
Part 503.32(a) or the Class B pathogen reduction requirements and site restrictions in 40 CFR
Part 503.32(b) as well as one of vector attraction reduction requirements in 40 CFR Part
503.33. In addition, the Environmental Protection Agency (EPA) certification statements
concerning compliance with pathogen reduction requirements, vector attraction reduction
requirements, and management practices shall be completed quarterly by the proper authority
or authorities, if more than one is involved (i.e., either the person who prepares the residuals,
the person who derives the material, or the person who applies the residuals). Only residuals
that are generated by the residuals source -generating facilities that are identified as being
exempt from Condition 1. 7. in the most recently -certified Attachment A of this permit shall
not be required to comply with this monitoring requirement.
Laboratory analyses as required by Condition III. 2., Condition III. 3., and Condition III. 4.
shall be performed/gathered on the residuals as they are to be land applied. Furthermore,
analytical determinations made pursuant to the monitoring and reporting requirements of this
permit shall be made by a laboratory certified by the Division for the required parameter(s)
under 15A NCAC 2H .0800 or 15A NCAC 2H .1100.

6. Proper records shall be maintained by the Permittee tracking all residuals land application
events. These records shall include, but are not necessarily limited to, the following
information:
a. Source of residuals;
b. Date of land application;
c. Location of land application (i.e., site, field, or zone number);
d. Method of land application;
e. Weather conditions (i.e., sunny, cloudy, raining, etc.);
f. Soil conditions (i.e., dry, wet, frozen, etc.);
g. Type of crop or crops to be grown on field;
h. Volume of residuals land applied in gallons per acre, dry tons per acre, or kilograms per
hectare;
i. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per
acre, or kilograms per hectare (if applicable);
j. Volume of soil amendments (i.e., lime, gypsum, etc.) applied in gallons per acre, dry ton
per acre, or kilograms per hectare (if applicable); and
k. Annual and cumulative totals of dry tons per acre of residuals as well as animal waste and
other sources of nutrients (i.e., if applicable), annual and cumulative pounds per acre of
each heavy metal (i.e., shall include, but shall not be limited to, arsenic, cadmium, copper,
lead, mercury, molybdenum, nickel, selenium, and zinc), annual pounds per acre of PAN,
and annual pounds per acre of phosphorus applied to each field.
7. A representative annual soils analysis (i.e., Standard Soil Fertility Analysis) shall be
conducted on each land application site on which a residuals land application event in the
respective calendar year has occurred or is to occur, and the results shall be maintained on file
by the Permittee for a minimum of five years. The Standard Soil Fertility Analysis shall
include, but is not necessarily limited to, the following parameters:
Acidity Exchangeable Sodium Percentage (by calculation)
Calcium Magnesium Phosphorus
Cation Exchange Capacity Manganese Potassium
Copper Percent Humic Matter Sodium
Base Saturation (by calculation) pH Zinc
$$ Three copies of all required monitoring and reporting requirements as specified in Condition
III. 1., Condition lII. 2., Condition III. 3., Condition III. 4., Condition III, 5., Condition lII, 6.,
and Condition III. 7. shall be submitted annually on or before March 1st of the year following
the residuals land application event to the following address:
Division of Water Quality
1617 Mail Service Center
Attn: Information Management
Raleigh, North Carolina 27699-1617
0

Noncompliance Notification:
The Permittee shall report by telephone to the Aquifer Protection Section of the Division's
Mooresville Regional Office at telephone number [phone], as soon as possible, but in
no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence with the residuals land application program that results in the land
application of significant amounts of residuals that are abnormal in quantity or
characteristic.
b. Any failure of the residuals land application program resulting in a release of material to
receiving waters.
c. Any time that self -monitoring information indicates that the residuals land application
program has gone out of compliance with the conditions and limitations of this permit or
the parameters on which the program system was designed.
d. Any process unit failure, due to known or unknown reasons, that render the residuals land
application program incapable of adequate residuals treatment.
e. Any spillage or discharge from a vehicle or piping system transporting residuals to the
application site.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report shall outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Land Application Site Requirements:
a. Each land application site identified with a GW-A in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
greater than three feet below the land surface. Residuals land application events may
occur on these sites throughout the year.
b. Each land application site identified with a GW-B in the most recently -certified
Attachment B of this permit is dominated by soils with a mean seasonal high water table
between one and three feet below the land surface. Residual land application events on
these sites shall be prohibited from December through March, inclusive. No residuals
shall be land applied to these sites when the vertical separation between the depth of
residuals land application and the water table is less than three feet. The actual water
table depth for seasonally -restricted soils shall be verified by soil borings within 24 hours
prior to any residuals land application event that occurs from April through November,
inclusive. The number of borings advanced shall be sufficient to characterize water table
conditions across the land application site adequately. Any open borings shall be properly
filled with native soil, prior to the residuals land application event, to decrease the chance
of any residuals contaminating the groundwater.
10

2. Applicable Boundary Requirements:
a. The COMPLIANCE BOUNDARY for residuals land application programs is specified by
regulations in 15A NCAC 2L (i.e., "Groundwater Classifications and Standards"). The
Compliance Boundary for each land application site is established at either 250 feet from
the residuals land application area or 50 feet within the property boundary, whichever is
closest to the residuals land application area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation
action according to 15A NCAC 2L .0106 (d)(2).
b. The REVIEW BOUNDARY shall be established around each land application site
midway between the Compliance Boundary and the perimeter of the residuals land
application area. Ady exceedance of Groundwater Quality Standards at the Review
Boundary shall require action in accordance with 15A NCAC 2L .0106 (d)(2).
Well Construction / Abandonment Criteria:
Within sixty (60) days of permif issuance, monitor well(s) MW-4, MW-5, MW-6, MW-7,
MW-8, and MW-9, shall be temporarily abandoned by securing the wellheads to prevent
access by hand. Each well shall have a lockable cap and be locked in order to reasonably
ensure against unauthorized access and use [15A NCAC 2C .0108(c)(7)]. The well(s) shall
be further secured by placing a compatible watertight cap or seal onto the riser pipe to
prevent potential contamination from entering the well(s).
4. Sampling Criteria:
a. Monitor wells MW-1, MW-2, and MW-3 shall be sampled every April and October for
the parameters listed below. Prior to sampling the parameters, the measurement of water
levels must be taken: The depth to water in each well shall be measured from the
surveyed point on the top of the casing. The measuring points (top of well casing) of all
monitoring wells shall be surveyed relative to a common datum.
TDS pH
Total Ammonia Nitrogen TOC
Water Level
Nitrate Nitrogen
Fecal Coliforms
For Total Organic Carbon (TOC), if concentration greater than 10 mg/1 is detected in any
down -gradient monitoring well additional sampling and analysis must be conducted to
identify the individual constituents comprising this TOC concentration. If the TOC
concentration as measured in the background monitor well exceeds 10 mg/l, this
concentration will be taken to represent the naturally occurring TOC concentration. Any
exceedances of this naturally occurring TOC concentration in the down -gradient wells
shall be subject to the additional sampling and analysis as described above.
c. Any laboratory selected to analyze parameters must be Division of Water Quality (DWQ)
certified for those parameters required.
11

Reporting / Documentation:
a. All reports and documentation (GW-30, GW-59) shall be mailed to the following address:
NCDNR-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Updated blank forms (GW-30, GW-59) may be downloaded from the Aquifer Protection
Section's website at http://gw.ehnr.state.ne.us/ or requested from the address mentioned
above
b. The results of the sampling and analysis must be received on Form GW-59 (Groundwater
Quality Monitoring: Compliance Report Form) by the Aquifer Protection Section (address
listed in the "Reporting / Documentation" section of the Groundwater Requirements), on
or before the last working day of the month following the sampling month. The data of all
groundwater sampling analyses required by the permit conditions must be reported using
the most recent GW-59 form along with attached copies of the laboratory analyses.
Additional Requirements:
a. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
V. INSPECTIONS
Prior to each residuals land application event, the Permittee or his designee shall inspect the
residuals storage, transport, and application facilities to prevent malfunctions and
deterioration, operator errors, and discharges that may cause or lead to the release of wastes to
the environment, a threat to human health, or a nuisance. The Permittee shall maintain an
inspection log or summary including at least the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken by the Permittee. This log of
inspections shall be maintained by the Permittee for a period of five years from the date of the
inspection and shall be made available to the Division or other permitting authority, upon
request.
2. Any duly authorized officer, employee, or representative of the Division may, upon
presentation of credentials, enter and inspect any property, premises, or place on or related to
the land application sites or facilities at any reasonable time for the purpose of determining
compliance with this permit; may inspect or copy any records that must be kept under the
terms and conditions of this permit; and may obtain samples of groundwater, surface water, or
leachate.
VI. GENERAL CONDITIONS
This permit shall become voidable unless the residuals land application events are carried out
in accordance with the conditions of this permit, the supporting materials, and in the manner
approved by the Division.
12

2. This permit shall be effective only with respect to the nature and volume of residuals described
in the application and other supporting data.
Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division in accordance with North Carolina General
Statutes § 143-215.6A through § 143-215.6C.
4. The annual administering and compliance fee shall be paid by the Permittee within 30 days
after being billed by the Division. Failure to pay the fee accordingly may cause the Division
to initiate action to revoke this permit, as specified by 15 NCAC 211.0205 (c)(4).
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(i.e., local, state, and federal) which have jurisdiction, including, but not limited to, applicable
river buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation control requirements
in 15A NCAC Chapter 4 and under the Division's General Permit NCGO10000, and any
requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC .0500.
6. This permit may be modified, revoked, and/or reissued to incorporate any conditions,
limitations and monitoring requirements the Division deems necessary in order to protect the
environment and public health adequately.
7. The Permittee, at least six months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Division shall review the adequacy of the facilities
and residuals land application program described therein, and if warranted, shall extend the
permit for such period of time and under such conditions and limitations as it may deem
appropriate.
This permit shall not be automatically transferable. In the event that there is a desire for the
residuals land application program to change ownership or to change the name of the
Permittee, a formal permit request shall be submitted to the Division documentation from the
parties involved and other supporting materials as may be appropriate. The approval of this
request shall be considered on its merits and may or may not be approved.
Permit issued this the twenty-sixth day of August, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Lor Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0002616
13

Application Number: wgW02616 Project Name: City ofAlbema%e
Review Engineer:
Date: 8 20,2004
Sludge Characteristics
Total Solids (decimal) 0.030
PH 6.90
Gallons/yr
DryTons/yr
Volume
7,194,244.60
900.00
mg/kg
mg/l
Ibs/dry ton
Ibs/yr
TKN
29,508.000
885.240
59.016
53,114.400
(Ammonia as N) NH3
508.000
15.240
1.016
914.400
NO3-NO2-N
0.300
0.024
0.002
1.440
Phosphorus (P)
3,049.000
91.470
6.098
5,488.200
Potassium (K)
2,300.000
69.000
4.600
4,140.000
Sodium (Na)
2,000.000
60.000
4.000
3,600.000
Calcium (Ca) 21,000.000 630.000 42.000 37,800.000
Magnesium (Mg)
4,700.000
14I.000
9.400
8,460.000
m
Arsenic (At)
8.100
0.243
0.016
14.580
8.10
Cadmium (Cd)
1.600
0.048
0.003
2.880
1.60
Chromium (Cr)
O.000
0.000
0.000
0.000
0.00
Copper (Cu)
1,900.000
57.000
3.800
3,420.000
1,900.00
Lead (Ph)
40.000
1.200
0.080
72.000
40.00
Mercury (Hg)
0.740
0.022
0.001
1.332
0.74
Molybdenum (Mb)
8.100
0.243
0.016
14.580
8.10
Nickel (Ni)
I50.000
4.500
0.300
270.000
150.00
Selenium (SI)
8.100
0.243
0.016
14.580
8.10
Zinc Zn
630.000
18.900
1.260
1,134.000
630.00
PAN Calculations
mg/kg
lbs/dry ton
Ibs/year
Virgin Surface App.
8,954.800
17.910
16118.640
Virgin Subsurface App.
9,208.800
18.418
16575.840
Repeated Surface App
12,240.059
24.480
22032.107
Repeated Subsurface App
12,494.059
24.988
22489.307
Mineralization Factor, K 0.3
K = 0.4
for raw sludge
0.3
for aerobically digested sludge
0.2
for anaerobically dig. sludge
0.1
for compost
SAR Calculation O.56
40 CFR Part 503
Ceiling Concentrations
ok 75
ok 85
ok 3,000
ok 4,300
ok 840
ok 57
ok 75
ok 420
ok 100
7,500
wg0002616
8/20/2004
Page 2
Allowable
Residual Loadin
(per ear
Allowable PAN
Virgin Surface Application
Virgin
Subsurface Application
Proposed Crop(s)
(lbs./ac./yr.)
Dry Tonslacre
Gallons/acre
Acres required
Dry Tons/acre
Gallons/acre
Acres required
Alfalfa
200
11.167
89266.149
80.59
10.859
86803.982
82.88
Bermuda Grass (Pasture)
275
15.355
122740.955
58.61
14.931
119355.476
60.28
Blue Grass
120
6.700
53559.689
134.32
6.516
52082.389
138.13
Coot (Grain)
160
8.934
71412.919
100.74
8.687
69443.186
103.60
Cont (Silage)
200
11.167
89266,149
80.59
10.859
86803.982
82.88
Cotton
60
3.350
26779.845
268.64
3.258
26041.195
276.26
Fescue
250
13.959
111532.686
64.47
13.574
108504.978
66.30
Forest (Hard/Softwood)
75
4.198
33474.806
214.92
4.072
32551.493
221.01
Milo
100
5.584
44633.075
161.19
5.430
43401.991
165.76
Small Grain (Wheat, Oats)
100
5.584
44633.075
161.19
5.430
43401.991
165.76
Sorghum (Pasture)
180
10.050
80339.534
89.55
9.773
78123.584
92.09
Sorghum (Silage)
220
12.284
98192.764
73.27
11.945
95484.380
75.34
Soy Beans
160
8.934
71412.919
100.74
8.687
69443.186
103.60
Timothy, Rye Grasses
200
11.167
89266.149
80.59
10.859
86803.982
82.88
Site Life
Most Restrictive Crop: com(grain) and soybeans
Most Restrictive PAN: 250.00 Ibs PAN/acre/yr
FIELD INFORMATION
Site number number of acres
0.00
Acres required:
88.13
acres for surface application
0.00
Acres required:
89.96
acres for subsurface
application
0.00
Tons Applied/Acre/Yr.:
13.96
(surface)
0.00
Tons Applied/Acre/Yr.:
13.57
(subsurface)
0.00
Actual tons app./Acre/Yr.:
1.77
0.00
�^= Pollutants
Part 503
Surface
Subsurface
Actual
0.00
Cummulative
Site Life
Site Life
Site Life
0.00
(lbs. per acre)
(years)
(years)
(years)
0.00
0.00
Arsenic (At)
36
159.20
163.71
1256.30
0.00
Cadmium (Cd)
34
761.16
782.75
6006.67
0.00
Chromium (Cr)
2,677
9DIV/0!
#DIV/01
#DN/01
0.00
Copper (Cu)
1,338
25.22
25.94
199.06
0.00
Lead (Pb)
267
239.09
245.87
1886.80
0.00
Mercury (Hg)
15
726.06
746.66
5729.73
0.00
Molybdenum (Mb)
16
70.75
72.76
558.35
0.00
Nickel (Ni)
374
89.31
91.84
704.78
0.00
Selenium (Sp
89
393.57
404.73
3105.94
Exdstin sites: 508.80
Total Acres: 508.80
Zinc (Zn) 2,498 142.03 146.05 1120.80
Repeat Surface Application
Dry Tons/acre Galons/acm Acres required
8.170 65306.915 110.16
11.234 89797.008 80.12
4.902 39184.149 183.60
6.536 52245.532 137.70
8.170 65306.915 110.16
2.451 19592.074 367.20
10.212 81633.643 88.13
3.064 24490.093 293.76
4.085 32653.457 220.32
4.085 32653.457 220.32
7.353 58776.223 122.40
8.987 71837.606 100.15
6.536 52245.532 137.70
8.170 65306.915 110.16
Repeat Subsurface Application
DryTons/acre Gallons/acre Acres required
8.004 63979.247 112.45
11.005 87971.465 81.78
4.802 38387.548 187.41
6,403 51183.398 14056
8.004 63979.247 112.45
2.401 19193.774 374.82
10.005 79974.059 89.96
3.001 23992.218 299.86
4.002 31989.624 224.89
4.002 31989.624 224.89
7.203 57581.322 124.94
8.804 70377.172 102.22
6.403 51183.398 140.56
8.004 63979.247 112.45

ATTACHMENT A - Approved Residual Source -Generating Facilities
Permit No. WQ0002616
City of Albemarle
City of Albemarle Residuals Land Application Program (D)
Owner
Facility Name
County
Permit
Issued By
Is 503?
Maximum
Monitoring
Monitoring
Approved
Number
Dry Tons
Frequency for
Frequency for
Mineralization
Per Year
Condition III. 2.
Condition III. 3. and
Rate
Condition III. 4.
City of Albemarle
Little Creek WWTP
Stanly
NC0024244
DWQ
503
900.00
Annually
Quarterly
0.30
Total
900.00
Permit No. WQ0002616 Page 1 of 1 Certification Date: August 26, 2005

ATTACHMENT B'- Approved Land Application Sites
Permit No. WQ0002616
City of Albemarle
City of Albemarle Residuals Land Application Program (D)
Site/Field ID
Landowner
Lessee/Operator
County
Latitude
Longitude
Net Acreage
Applicable Restriction
in Condition IV. 1.
01b
City Of Albemarle
Stanly
35019'15"
80013'15"
130.00
GW-A
02b
City Of Albemarle
Stanly
35"18'26"
80012'49"
300.00
GW-A
03b
City Of Albemarle
Stanly
35°19'33"
1 80°12'49"
78.80
GW-A
Total For County
Stanly
508.8
Total
508.8
aSite numbering system presented here and in the permit application package does not match with that reported in the annual monitoring forms.
Within 90 calendar days of this permit's issuance, a new Land Application Site Certification Attachment Form (FORM: LASCA 02/02)
complete with updated site numbering system and acreage information along with updated buffer maps, not to exceed 8.5" X 11" in dimension,
of all land application sites, prepared in accordance with current Division guidance, shall be prepared and submitted to the Division for review.
Mail two copies of all the documents to to the NCDENR-DWQ, Aquifer Protection, Land Application Unit, c/o Residuals Program
Coordinator,1636 Mail Service Center, Raleigh, NC 27699-1636.
b Soil anlayses results show elevated copper levels in the soils of this site. Even though the copper concentrations currently are below the critical
toxic levels, these sites must be monitored closely to prevent copper levels to reach the critical levels.The Permittee may be required to seek
additional land for residual application, if the copper levels continue to rise above the current levels.
Permit No. WQ0002616 Page 1 of 1 Certification Date: August 26, 2005

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.'` 34194
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'PIN:
653704649865
<t ' Owner:
CITY OF ALBEMARLE
f� Po Box 190 W h) -rf
=' ALBEMARLE NC 28002
Property Address:
Acres/Lots:
221.3
s:
392:600
264:416
264:399
263:878
263:876
Plat:
14:16
Values:
Land-$464919
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19 Select Adjoiners
Buffer
http://www.stanlygis.net/website/public/viewer.htm?Query=taxrecord=34194&QueryZoom=Yes 6/5/2007

13
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City of Albemarle
WQ0002616 LA Dedicated
Landfill site
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Page 1 of 1
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PIN:
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Owner:
CITY OF ALBEMARLE
PO BOX 190 1.401 8
ALBEMARLE NC 28002
Property Address:
STONY GAP RD
Acres/Lots:
436.1 I
Deeds:
618:130
620:215
645:908
Plat:
18:265
Values:
Land-$915810
Sale Date:
Friday, December 20, 1996
41=— Property Card
Select Adjoiners
F- Buffer.
http://www.stanlygis.net/website/publie/viewer.htm
6/5/2007

12/09/2005 14:26 ' 3=715-6048
NON DISCHARGE BR PAGE 01/01
:(j+ . -.
December 9, 2005
Michael F. Easley, Governor
William 0. Ross Jr., Secretary
Carolina Department of Environment and Natural Resources
Alan W.1Ctinnel;, 13.1r. Director
Division of Water Quality
Fax TO:
Gary Smith.
Fax Number
704-984-9445
From:
J. R. Joshi
Phone: [phone]
Fax Number
91.9-71.5-6048
919-715-0588
Re:
Mr. Smith,
Z have received the additional information that wa required in Foot note a of the Attachment B
issued on August 26, 2005. I am worldng on issuing an up ated Attachment B based on this infomlation.
I need some clarification on, the following issues:
4 The Land Application Site Certification Attachment F�rm (LASCA 02/02) lists a total of 508.8
acres, as certified under the previous Attachment B. II wever, the total of individual site acreage is
only 302 acres. Ploase verify if you have missed to include any site or if this is a revised acreage after
accounting for the buffers.
♦ Please verify if all these fields are made form the same two fields (58.8 acres) that were approved
previously and no new land is proposed at this time_
♦ 1`he buffer maps (esp. for Site 2) submitted do not sl10 any physical features such as houses, water
bodies, wells, roads, entrance, property lines, and buff rs associated with these features. Also,
legends should be provided for each of these features. lease submit revised the maps to show all
these features. r
Please submit the required item to my attention
condition.
Thanks.
tr Cc: IV RO Aquifer Protection Section
9, 2005 in order to satify the permit
Aquifer PCotection Section 1636 Mail Setice Center Raleigh, t4C 27699-1636
Internet: http:/lh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, C 27604
An Equal Opportunity/Affirmative Acton Employer— 60%Recycled110%PosjConBurnorPaper
Phone [phone]
Fax [phone]
Fax [phone]
Noah Cara a
turd}�
Customer Service
1-877-623-6748

NON -DISCHARGE REGIONAL WATER QUALITY
STAFF REPORT AND RECOMMENDATIONS
Date• 06/24/2004 - County: Stanly
To:\Plon-Discharge Perge mitting Unit Permitee: City ofAlbermarle
NDPU Reviewer: J.R.Joshi Application No.: W00002616
Regional Login'No: 04-40
GENERAL INF'ORMA TION
1. This application is (cheek all that apply): ❑ New ® Renewal
❑ Minor Modification ❑ Major Modification
❑ Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
® Land Application of Residuals ❑ Attachment 3B included as appropriate ® 503 regulated ❑ 503
exempt
❑ Distribution of Residuals ❑ Surface Disposal
2. Was a site visit conducted in order to prepare this report? ® Yes or ❑ No.
a. Date of site visit: 6-22-2004
b. Person contacted and contact information: GM O. Smith 704/984-9630
c. Site visit conducted by: Ellen Huffman, Peggy Finley
d. Inspection report attached: ❑ Yes or ® No.
3. Is the following information entered into the BIMS record for this application correct?
❑ Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current
application.
For Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
e.. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For Disposal Sites: There is no latitude or longitude information for the fields in the application
in the regional files, or in bims.
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
FORM: NDSRR 03/02 1

RENEWAL AND MODIFICATION APPLICATIONS
DESCRIPTION OF WASTE(S) AND FACILITIES
1. Are there appropriately certified ORCs for the facilities? ® Yes or ❑ No.
Operator in Charge: Gary Smith Certificate #: 13597
Back- Operator in Charge: Doug Morris Certificate #: 25005
2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? ® Yes or ❑
No. If no, please explain:
3. Are the site conditions (soils, topography, etc) maintained appropriately and adequately assimilating the
waste? ® Yes or ❑ No. If no, please explain:
4. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
® Yes or ❑ No. If no, please explain:
5. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No. If no, please
explain:
6. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ❑ No. ® Other
If yes, please attach a map showing conflict areas or attach any new maps you have received from the
applicant to be incorporated into the permit: Permittee has no real detailed application maps on site. All
the land used for application is owned by the CItyRegional file maps are not much better. A site visit
reflects that appropriate buffers are used. Field numbers in the permit are confusing. See comment
section for more det6ails.
7. Is the type and/or volume of waste(s) as written in the existing permit correct? ® Yes or ❑ No. If no,
please explain:
8. Is the description of the facilities as written in the existing permit correct? ® Yes or ❑ No. If no, please
explain:
9. Has a review of all self -monitoring data been conducted? ® Yes or ❑ No. Please summarize any
findings resulting from this review: 2003 annual report reflects compliance.
10. Check all that apply: ® No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under
moratorium. If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
11. Have all compliance dates/conditions in the existing permit, SOC, JOC, etc. been complied with? ❑
Yes or ❑ No. If no, please explain: N/A
12. Are there any issues related to compliance/enforcement that should be resolved before issuing this
permit? ❑ Yes or ® No. If yes, please explain:
FORM: NDSRR 03/02 2

EVALUATION AND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application: The copper results in the
application are 1900mg/kg, which is under the ceiling concentration limit (4,300 mg/k )g_but higher than
EO limits (1,500mg/kg). The historically high copper numbers are from a carpet manufacturer that is
surcharged for the copper coming into the plant. The City has a sludge drier that has not been used due to
the high copper concentrations although the City was advised during the site visit that they could use the
drier as long as the Cily disposed of the sludge in the landfill. The land application field information in
BIMS is unclear. The site visit on 6/22/04 confirmed that there are three sites with 6 fields. Site #1 is
located at the southwest side of the wwtp and is designated as field #1. Site #2 is located at the MSW
landfill (owned by the City, several miles away, see map in application) and is designated as fields #2, #3,
#4, and #5. Site #3 is also located at the wwtp and has one field designated as field #6. Activity at the
landfill has reduced the usable acres for field #3. New maps of these areas with actual acreage available
for land application need to be submitted as soon as possible. See groundwater comments attached.
2. List any items that you would like NDPU to obtain through an additional information request. Make sure
that you provide a reason for each item:
Item
Reason
Detailed field application maps
required
Latitude and longitude of each field
required
3. List specific Permit conditions that you recommend to be removed from the permit when issued. Make
sure that you provide a reason for each condition: None.
4. List specific special conditions or compliance schedules that you recommend to be included in the permit
when issued. Make sure that you provide a reason for each special condition: New application maps
must be submitted within three months of renewal.
5. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑
Hold, pending review of draft permit by regional office; ® Issue; ❑ Deny. If deny, please state reasons:
6. Signature of report preparer:
Signature of WQS regional supervi or: ;\�,� /Y)!��c1 Ca� - Y,� , ►� ��—�
Date: Z S - �-`♦
FORM: NDSRR 03/02

June 23, 2004
DIVISION OF WATER QUALITY
Mooresville Regional Office
MEMORANDUM
TO: Tom Cadwallader
THROUGH: Peggy Finley On'&�
FROM: Andrew Pitner
RE: City of Albemarle
Long Creek WWTP
W00002616
Land Application of Residuals
Staniy County
The C'.ty of Albemmarle wishes to continue land application of residuals cn land already permitted and
owned by the City. The cermittee s pursuit of a permit for the distribution of Class A residuals has met
with some obstacles but `he city landfill is also a viable option for the disposal of sludge. The
application areas labeled as follows:
Designation
Site 1- Held 1
Site 2- fields 2.3,4 and 5
Site 3- field 6
U = upgradient well
Location
southwest of WWTP
east of WWTPP
City landfill
Monitoring Well Network
MW-1, 2 and 3(u)
MW-4(u), 5 and 6
MW- 7. 8 and 9(u)
A site visit was conducted on June 22, 2004. The groundwater monitoring data reveals no significant
groundwater problems at wells 4,5,6,7,8 and 9. Therefore, this office recommends that these
monitoring wells be dropped from the sampling schedule. The permittee should be directed however,
to maintain the security and integrity of those wells. The landfill has its own network of monitoring
wells under the city's DWM permit
MW-1 has shown TDS concentrations to be consistently above the 2L standard since the initial
sampling report in 1993. During this permit cycle, the value has slowly declined to where, at the April
2004 sampling event, it was reported to be 494 mg/L. An investigation was conducted in 1993. The
MRO hydrogeologist who reviewed the information concluded that the source of the elevated TDS
was the unlined aeration basins nearby.. It appears that no further action was required once it was
established that there were no water supply wells within 1500 feet. The well is located within the 100
-year flood plain and water levels are typically 2 feet or less below the measuring point. It may be
prudent to continue to sample MWs-1,2 and 3 twice a year for TDS and TOC and to measure pH and
water level. In addition, the permittee should be required to verify that a 3-foot separation exists
between water table and land surface prior to each sludge application
This office could find no current maps that delineated the six application fields. It would appear that a
considerable amount of land disturbance has occurred overtime at the landfill site, resulting in a shift

of sludge land application areas. Upon issuance of the new permit. the permittee should be required
to submit up-to-date maps that delineate the six fields as well as the required buffers and other
pertinent features.
I assume that the language in these permits has been revised to include the requirement for
submitting a GW-59A.
Should you have any questions, please call me at 704/663-1609 or contact me via email at:
Peeay.nnlevrFuncmail.ne:.
MAFI'oermit reviews/ Albemarle Long Creek memo

&? K- QC
NON -DISCHARGE APPLICATION REVIEW REOUEST FORM
Date: May
28, 2004
To: ❑
Forrest Westall, ARO-WQS
❑
Paul Rawls, FRO-WQS
M-
Rex Gleason, MRO-WQS
❑
Ken Schuster, RRO-WQS
❑
Jim Mulligan, WaRO-WQS
❑
Rick Shiver, WiRO-WQS
❑
Steve Mauney, WSRO-WQS
From: J.R. Joshi , Non -Discharge Permitting Unit
Telephone: [phone] ext. 363
E-Mail. [e-mail]
❑ Debra Watts, CO-GWS
Copies Sent to CO-GWS: 2
Copies Sent to RO-WQS: 0
❑ Distribute I Copies to RO-GWS
Fax: [phone]
A. Permit Number: W00002616_j
B. Owner:, City of Albemarle
C. Facility/Operation:
City of Albemarle Residuals Land Application Program
❑
Proposed
❑ Existing ❑ Facility
❑ Operation
D. Application:
1. Permit Type: ❑
CS (O&M) ❑ Surface Irrigation ❑ Reuse
❑ H-R Infiltration
❑
Recycle
❑ I/E Lagoon ❑ GW Remediation (ND)
For Residuals:
Land App. ❑ D&M ❑
Surface Disposal
503 ❑ 503 Exempt ❑
Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. [K Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
For RO-WQS:
f : ❑_ Return a Completed Form NDARR. ❑ Attach Attachment B for Certification by the NDPU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-WQS and RO-GWS representatives in order to prepare a complete
Attachment B for certification. Refer to the RPP SOP for additional detail.
For CO-GWS:
® Return a Memorandum with Permit Condition Recommendations.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Non -Discharge Permitting Unit contact person listed above.
RO-WQS Reviewer:
CO-GWS Reviewer:
Date:
Date:
FORM: NDARR 09/02 Page 1 of 1

QCitp of Zftbemarte
,Q.nrtb Carolina
Gary O. Smith, H
Superintendent Plants
Phone: [phone]
Fax: [phone]
April 28, 2004
N. C. DENR/DWQ
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Renewal of Permit WQ0002616
City of Albemarle Long Creek WWTP
Land Application of Residuals
Dear Sir or Madam:
Public Utilities Department
P. O. Box 190
Albemarle, NC 28002-0190
www.ci.albemarle.nc.us
Enclosed is the permit application for the renewal of permit WQ0002616 for the City of Albemarle Long
Creek WWTP Land Application of Residuals.
If you have any questions please do not hesitate to call me at [phone] or email me at
[e-mail]. .
Sincerely,
Gary O. Smith, II
City of Albemarle
Public Utilities/Plants Division
FiRQ �� �DioN
VJATE
NiA'( 0 11 70n4
M0N-DISC6ARGE PERMITTING

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
INSTRUCTIONS FOR FORM: NDRLAP 02/02
(NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS)
The Division of Water Quality (Division) will not consider this application form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //h 2o. enr. state. nc. uslndpul
INSTRUCTIONS TO THE APPLICANT:
A. Application Form:
✓ This application form must be submitted for any permitting action involving a non -dedicated residuals land
application program.
✓ Non -dedicated residuals land application programs are ones in which all land application sites do not meet the criteria
in 15A NCAC 2H .0203 (11)(a) and (b). Specifically, a residuals land application program cannot be designated as
non -dedicated if any of the following is applicable:
♦ Any land application site certified for the residuals land application program that receives residuals at rates or
frequencies greater than agronomically justifiable.
♦ Any land application site certified for the residuals land application program that is used primarily for residuals
disposal alone (i.e., versus crop production).
♦ Any land application site certified for the residuals land application program that is designated as dedicated by the
Division's Director.
✓ Any changes to this application form will result in the application package being returned.
✓ All forms and guidance documents referred to in this application form may be downloaded from the web site at
http✓/h2o.enr.state.nc.us/ndpu/.
B. General Information:
✓ The applicant is either the existing Permittee or the entity that is to be responsible for the operation of the residuals
land application program and compliance with the resultant permit. If the applicant is a corporation, ensure that that
applicant's name as listed in Item L 1. corresponds with the name under which the corporation is registered with the NC
Department of the Secretary of State.
✓ The signing official must meet the criteria stipulated in 15A NCAC 2H .0206 (b). An alternate person may be
designated as the signing official, provided that a delegation letter from a person who meets the referenced criteria is
submitted. The delegation letter does not have to be resubmitted if the signing official has not changed since the last
permitting action associated with this residuals land application program.
✓ The submitted fee should be in accordance with the Division's most recently -adopted fee schedule. This fee schedule
as well as a detailed explanation of its application may be downloaded from the web site at:
httpJ/h2o.enr.state.nc.us/ndpu/. Checks are to be made payable to: North Carolina Department of Environment and
Natural Resources (NCDENR).
C. Submission of Application Packages:
✓ Submit one on anal and three conies of the entire application package, including the cover letter, the completed and
appropriately executed application form, as well as all required attachment forms and supplemental attachments. The
instructions (Pages 1 of 5) do not need to be submitted.
✓ To determine which attachment forms and supplemental attachments are required to make a complete application
package, read the instructions of each attachment form carefully. Application packages should be organized and bound
(i.e., stapled, three-ring binder, etc.) in the following order prior to submission:
♦ Cover letter and application fee.
♦ Attachment Order 1: Non -Dedicated Residuals Land Application Programs (Form NDRLAP).
➢ Attachment Order 1-a: Signing official delegation letter.
♦ Attachment Order 2: Residuals Source Certification Attachment (Form RSCA).
♦ Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
✓ The application package should be sent to the address at the end of this application form. Do not submit this
application package to any Division regional -office.
FORM: NDRLAP 02/02 Page 1 of 5 Attachment Order I

t
State of North Carolina
v
Department of Environment and Natural Resources%
Division of Water Quality V
NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: (to be completed by DWQ)
I. GENERAL INFORMATION (See Instruction B.):
1. Applicant's name: City of Albemarle
2. Signing official's name and title: Raymond I. Allen — City Manager
3. Complete mailing address of applicant: P. O. Box 190
City: Albemarle State: NC Zip: 28002
Telephone number: ( 704 ) 984-9405 Facsimile number: ( 704 ) 984-9406
E-mail address: rallen(-,ci.albemarle.nc.us
4. Name and complete mailing address of contact person and/or consulting firm who prepared application: _
Gary Smith — Superintendent P. O. Box 190
City: Albemarle State: NC Zip: 28002
Telephone number: ( 704 ) 984-9630 Facsimile number: ( 704 ) 984-9606
E-mail address: garsmith6bvnet.net
5. County where residuals land application program. is headquartered: Stanly
6. County(ies) where residuals source -generating facilities are located: Stanly
7. County(ies) where land application sites are located: Stanly
8. Fee submitted: $
II. PERMIT INFORMATION:
1. Application is for: ❑ new, ❑ modified, renewed permit (check all that apply).
2. If this application is being submitted to renew or modify an existing permit, provide the following:
the permit number W00002616
the most recent issuance date November 5, 1999 , and the expiration date Oct. 31, 2004
Date of most -recently certified Attachment A:
Date of most -recently certified Attachment B:
RECEIVED
WATER QUALITY SECTION
MAY 0 a 2004
FORM: NDRLAP 02/02
Page 2 of 5
NON-DISCHAROVIT �'OG der 1

I
i
3. Check all that apply to the requested permit modification:
❑
INCREASE
❑ DECREASE
the maximum permitted annual dry tonnage for existing residuals
source -generating facility(ies) certified for this residuals land
application program.
❑
ADD
❑ DELETE
residuals source -generating facility(ies) to/from those certified for
this residuals land application program.
❑
INCREASE
❑ DECREASE
the net acreage associated with land applications site(s) currently
certified for this residuals land application program.
❑
ADD
❑ DELETE
land application site(s) to/from those certified for this residuals
land application program.
❑
OTHER.
Explain:
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Who will be responsible for the day-to-day management of the residuals land application program:
Ell-permittee or ❑ residuals management firm. If a residuals management firm, complete the
following:
Firm contact person and title:
Firm name and complete mailing address:
City: State: Zip:
Telephone number: Facsimile number: (_ )
E-mail address:
2. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application
program, their certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification
Number
ORC
Gary Smith
City of Albemarle
13597
Back -Up ORC
Doug Morris
City of Albemarle
25005
Additional Back -Up.
ORCs
if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application
program, provide the candidates' names, affiliations, and an estimated time schedule for each candidate's
completion of the required training school and certification test:
FORM: NDRLAP 02/02 Page 3 of 5 Attachment Order 1

T
d
3. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN)
generated by all residuals source -generating facilities as currently certified and proposed for
certification with this application and list the results in the following table:
Maximum amount of residuals to be certified: i 900 dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
17.9
16110
Five -Year Maximum Adjusted
b. Land Application Site Use Summary: Summarize information regarding the land application sites as
currently certified and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
Row Crops
Hay
508.8
Fescue
Pasture
Total:
508.8
Methods
Surface
508.8
Incorporation or
;
t-t;nn
Total:
508.8
Restrictions
Year -Round
508.8
Seasonal
Total:
508.8
c. Residuals Land Application Summary: Determine the minimum acreage required to land apply the
residuals as currently certified and proposed for certification assuming the scenarios listed in the
following table:
Assumed
Application Rate
(lbs PAN/ac yr)
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
70
230
150
107
250
64
FORM: NDRLAP 02/02 Page 4 of 5 Attachment Order 1

4. Identify and provide a plan as well as a schedule to resolve any issues that would prevent all of the residuals
currently certified and proposed for certification to be land applied without exceeding agronomic rates or
violating any of North Carolina's standard permit conditions governing residuals land application programs
(e.g., not enough storage, not enough land, etc.):
Not ADDlicable
Applicant's Certification:
I, GM 0. Smith. II , attest that this application for
City of Albemarle Long Creek Wastewater Treatment Plant has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that the Division of Water Quality may not
conduct a technical review of this program and approval does not constitute a variance to any rules or statutes
unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will
result in an immediate enforcement action, which may include civil penalties, injunctive relief, and/or criminal
prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be
violated. I also understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with North Carolina General Statutes §143-215.6A and §143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty
of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
/�
Signature: �` "l Date: L7�- 9 (�
r-
THE COMPLETED APPLICATION PACKAGE,
INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
*** END OF FORM NDRLAP 02/02 ***
RECEIVE®
WATER QUALITY SFrT1n
MAY 0 7nna
FORM: NDRLAP 02/02 Page 5 of 5 NON-DISCHao�hmEent O�rd�er�I

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //h2o. enr. state. ne. us/n dpu/
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form
(Form NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals programs or renewed residuals programs, submit a separate attachment form for each residuals
source -generating facility to be certified for this residuals program.
✓ _ For modified residuals programs in which any modification to the certified residuals -source generating facilities is
proposed, submit a separate attachment form for o, my those residuals source -generating facilities that are affected by the
proposed modification.
✓ The attachment should be organized prior to submission in the following order (i.e., by facility):
♦ Attachment Order 2: Residuals Source Certification Attachment (Form RSCA).
➢ Attachment Order 2-a: Vicinity map.
➢ Attachment Order 2-b: Process flow diagram and/or narrative.
➢ Attachment Order 2-c: Quantitative justification for residuals production rate.
➢ Attachment Order 2-d: Sampling plan.
➢ Attachment Order 2-e: Laboratory analytical reports and operational data.
✓ All forms and guidance documents referred to in this attachment form may be downloaded from the web site at
httpMl2o.enr.state.nc.us/ndpu/.
B. Residuals Source -Generating Facility Information:
✓ Attach a vicinity map that shows the location of the facility and meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals Permitting
Programs."
✓ Attach a detailed narrative and/or process flow diagram that describes how the residuals are to be generated, treated,
processed, and stored at the facility.
✓ Attach a quantitative justification for the value provided in Item 1. 8. Ensure that the amount of residuals listed is the
maximum amount expected to be generated by the facility for the life of the permit. In addition, ensure that this amount
is equivalent to that which is actually to be land applied, distributed, and/or disposed, including any chemicals,
amendments, or other additives that are added to the residuals during processing.
C. Residuals Quality Information:
✓ Attach a detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies sampling
points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition, ensure that
the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and vector
attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as they
are to be land applied, distributed, and/or disposed.
✓ Attach reports for all laboratory analyses used to complete this attachment form. Attach documentation that the facility
complies and/or the residuals comply with any applicable pathogen reduction and vector attraction reduction
requirements. Renewed residuals programs and modified residuals programs are exempt from this requirement as long
as the facility is (i) currently certified for this residuals program; (ii) no changes in the generation, treatment,
processing, and/or storage are proposed; and (iii) a land application/distribution/disposal event has taken place in the
last three years. This exemption will not be allowed unless all three of these criteria are met.
✓ Item IL 3. does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -
municipal, domestic wastewater only.
FORM: RSCA 02/02 Page 1 of 8 Attachment Order 2

I
i
Applicant's name: City of Albemarle
Check all that apply: ❑ NEW RESIDUALS PROGRAM 9_1�NEWED RESIDUALS PROGRAM
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for this residuals source -
generating facility certified for this residuals program.
Current: 900 and proposed: 900 dry tons per year.
❑ ADD ❑ DELETE this residuals source -generating facility to/from those certified for this
residuals program.
❑ OTHER Explain:
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Name of facility: City of Albemarle Long Creek Wastewater Treatment Plant
2. Facility permit holder: City of Albemarle
Facility permit holder is (check one): ❑ federal, ❑ state, ocal government, or ❑ private.
Facility permit number: W 0002616
Facility permit issued by (check one): iv. of Water Quality, ❑ Div. of Environmental Health, or
❑ other (explain: ).
3. If the facility permit is not issued by the Div. of Water Quality, complete the following:
a. Facility contact person and title:
Facility complete mailing address:
City: State: Zip:
Telephone number: () Facsimile number: (_ )
E-mail address:
b. Facility complete location address:
City: State: Zip:
County:
Latitude: and longitude:
4. Purpose of the facility (check one):
treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater, or
(approximate percentages: % industrial and % domestic)
❑ other (explain: ).
5. Is the facility required to have an approved pretreatment program: yes ❑ no.
If yes, please specify whether or not such a pretreatment has been approved: yes ❑ no.
6. Facility permitted/design flow: 16 MGD and facility average daily flow: 10.6 MGD.
7. Maximum amount of residuals to be certified for this facility: 900 dry tons per year.
FORM: RSCA 02/02
Page 2 of 8
Attachment Order 2

l
8. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Aerobic Digestion with Thickening
2 Units A 0.84 MG Volume
Type and volume of residuals storage (i.e., outside of residuals treatment units):
2 Units (i� 0.15 MG each and 2 Units @ 0.60 MG each
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under (check one): 40 CFR Part 503 or ❑ 40 CFR Part 257.
2. Specify if residuals are intended for (check one):
❑ Land Application/Distribution (Class A or Equivalent).
Complete all items EXCEPT Items H. 4b., 4c., 7b., and 7c.
Land Application (Class B or Equivalent).
Complete all items EXCEPT Items IL 4a., 4c., 7a., and 7c.
❑ Surface Disposal.
Complete all items EXCEPT Items H. 4a., 4b., 5., 7a., 7b., and 8.
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-
hazardous under RCRA:
a. Are the residuals are listed in 40 CFR §261.31-§261.33: ❑ yes io.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
§261.24: ❑ yes no. Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and
reactivity: laboratory: Pace Analytical and date of analysis: 04/01/2004
Passed corrosivity test: EF 'yes ❑ no. pH: s.u. (2 < pH < 12.5).
Passed ignitability test: ET"y'es ❑ no. Flashpoint: >140 T (> 140°F).
Passed reactivity test: es ❑ no. HCN: <25 mg/kg (<250) & H2S: <50 mg/kg (<500).
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Arsenic
5.0
0.017
Hexachlorobenzene
0.13
<0.013
Barium
100.0
0.065
Hexachloro-1,3-Butadiene
0.5
<0.05
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.3
Cadmium
1.0
0.0012
Lead
5.0
0.012
Carbon Tetrachloride
0.5
<0.01
Lindane
0.4
<0.04
Chlordane
0.03
<0.003
Mercury
0.2
<0.0002
Chlorobenzene
100.0
<0.01
Methoxychlor
10.0
<1
*** TABLE CONTINUES ON NEXT PAGE ***
FORM: RSCA 02/02 Page 3 of 8 Attachment Order 2

*** TABLE CONTINUED FROM PREVIOUS PAGE ***
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Chloroform
6.0
<0.01
Methyl Ethyl Ketone
200.0
<0.01
Chromium
5.0
0.0021
Nitrobenzene
2.0
<0.2
m-Cresol
200.0
<20
Pentachlorophenol
100.0
<10
o-Cresol
200.0
<20
Pyridine
5.0
<0.5
p-Cresol
200.0
<20
Selenium
1.0
0.008
Cresol
200.0
<20
Silver
5.0
<0.002
2,4-D
10.0
<1
Tetrachloroethylene
0.7
<0.01
1,4-Dichlorobenzene
7.5
<0.75
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.01
Trichloroethylene
0.5
<0.01
1,1-Dichloroethylene
0.7
<0.01
2,4,5-Trichlorophenol
400.0
<40
2,4-Dinitrotoluene
0.13
<0.013
2,4,6-Trichlorophenol
2.0
<0.2
Endrin
0.02
<0.002
2,4,5-TP (Silvex) .
1.0
<0.1
Heptachlor and its Hydroxide
0.008
<0.0008
Vinyl Chloride
0.2
<0.01
4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the
residuals do not violate the ceiling concentrations for metals regulated under 40 CFR Part 563 or 40 CFR
Part 257:
a. For Class A or Equivalent: Fill in the following table with the results of the latest analyses (i.e., on a
dry weight basis) for the following metal parameters: laboratory:
and date of analysis:
Parameter Analysis
Required
for Permitting by NC
if Residuals are
Regulated Under...
Parameter
Ceiling
Concentration
(mg/kg)
Monthly
Average
Concentration
(mg/kg)
Result
(mg/kg)
40 CFR Parts 257 and 503
Arsenic
75
41
40 CFR Parts 257 and 503
Cadmium
85
39
40 CFR Parts 257 and 503
Copper
4,300
1,500
40 CFR Parts 257 and 503
Lead
840
300
40 CFR Parts 257 and 503
Mercury
57
17
40 CFR Parts 257 and 503
Molybdenum
75
n/a
40 CFR Parts 257 and 503
Nickel
420
420
40 CFR Parts 257 and 503
Selenium
100
100
40 CFR Parts 257 and 503
Zinc
7,500
2,800
FORM: RSCA 02/02 Page 4 of 8 Attachment Order 2

L
i
b. For Class B or Equivalent: Fill in the following table with the results of the latest analyses (i.e., on a
dry weight basis) for the following metal parameters: laboratory: Pace Analytical
and date of analysis: 11/10/2003
Parameter Analysis Required
for Permntting by NC
if Residuals are Regulated Under...
Parameter
Ceiling
Cooncentration
(mg/kg)
Result
(mg/kg)
40 CFR Parts 257 and 503
Arsenic
75
<8.1
40 CFR Parts 257 and 503
Cadmium
85
<1.6
40 CFR Parts 257 and 503
Copper
4,300
1'900
40 CFR Parts 257 and 503
Lead
840
40
40 CFR Parts 257 and 503
Mercury
57
0.74
40 CFR Parts 257 and 503
Molybdenum
75
<8.1
40 CFR Parts 257 and 503
Nickel
420
150
40 CFR Parts 257 and 503
Selenium
100
<8.1
40 CFR Parts 257 and 503
Zinc
7,500
630
c. For Surface Disposal: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters: laboratory:
and date of analysis:
Parameter Analysis Required
for Permitting by NC
if Residuals are Regulated Under...
Closest Distance
to Property Lines
(meters)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
40 CFR Parts 257 and 503
> 0 but < 25
30
200
210
40 CFR Parts 257 and 503
> 25 but < 50
34
220
240
40 CFR Parts 257 and 503
> 50 but < 75
39
260
270
40 CFR Parts 257 and 503
> 75 but < 100
46
300
320
40 CFR Parts 257 and 503
> 100 but < 125
53
360
390
40 CFR Parts 257 and 503
> 125 but < 150
62
450
420
40 CFR Parts 257 and 503
> 150
73
600
420
WATER QITY E D inns
MAY 0 g ?004
NON.DISCHARGE PERMITTING
FORM: RSCA 02/02 Page 5 of 8 Attachment Order 2

t
e
5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 3.0 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the
following nutrient and micronutrient parameters: laboratory: Pace Analytical
and date of analysis: 11/10/2003
Parameter
Result
(mg/kg)
Aluminum
31000
Ammonia -Nitrogen
508
Calcium
21000
Magnesium
4700
Nitrate -Nitrite Nitrogen
<0.8
pH
6.9
Phosphorus
3049
Potassium
2300
Sodium
2000
Total Kjeldahl Nitrogen
29508
c. Using the results listed in Item IL 5b. above, calculate the sodium adsorption ration (SAR): 7.3
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the
residuals: 30 %. This rate is a EKdefault value or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or
provide technical justification as to why the selected default value is appropriate to be applied to these
residuals: Literature value for waste of this type
Calculate the PAN for the residuals (i.e., on a dry weight basis) and list the results in the following
table:
Application Method
First Year
Five -Year
PAN
Maximum Adjusted
PAN
(mg1kg)
(mg1kg)
Surface
8954.8
Injection/Incorporation
e. Are the residuals are a registered fertilizer with the NC Department of Agriculture and Consumer
Services: ❑ yes no. If yes, provide date of registration approval:
the current registration number:
and the fertilizer equivalent: %, %, and %.
FORM: RSCA 02/02 Page 6 of 8 Attachment Order 2

L
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the
residuals and list the results of the latest analyses :
7. Pathogen Reduction Determination: Specify which alternative(s) will be used to meet the pathogen
reduction requirements:
a. For Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry
solids.
OR
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry
solids.
AND one of the following (except for residuals regulated under 40 CFR Part 257 that are to be distributed):
❑ Alternative 1 [40 CFR §503.32 (a)(3)] - Time/Temperature Compliance.
❑ Alternative 2 [40 CFR §503.32 (a)(4)] - Alkaline Treatment.
❑ Alternative 3 [40 CFR §503.32 (a)(5)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [40 CFR §503.32 (a)(6)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [40 CFR §503.32 (a)(7)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment, ❑ pasteurization,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation, or ❑ gamma ray irradiation.
❑ Alternative 6 [40 CFR §503.32 (a)(8)] - PFRP-Equivalent Process.
Explain:
b. For Class E or Equivalent:
Alternative 1 [40 CFR §503.32 (b)(2)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [40 CFR §503.32 (b)(3)] - Process to Significantly Reduce Pathogens (PFRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
❑ Alternative 3 [40 CFR §503.32 (b)(4)] - PSRP-Equivalent Process.
Explain:
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
c. For Surface Disposal:
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item H. 7b. above.
❑ Not Applicable -Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
FORM: RSCA 02/02 Page 7 of 8 Attachment Order 2

8. Vector Attraction Reduction Determination: Specify which alternative(s) will be used to meet the vector
attraction reduction requirements:
❑ Alternative 1 [40 CFR §503.33 (b)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alter 've 2 [40 CFR §503.33 (b)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [40 CFR §503.33 (b)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [40 CFR §503.33 (b)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [40 CFR §503.33 (b)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [40 CFR §503.33 (b)(6)] - Alkaline Stabilization.
❑ Alternative 7 [40 CFR §503.33 (b)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [40 CFR §503.33 (b)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [40 CFR §503.33 (b)(9)] - Injection.
❑ Alternative 10 [40 CFR §503.33 (b)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover:
❑ Alternatives for Animal Processing Residuals Only:
Specify one: ❑ injection, ❑ incorporation, or ❑ lime addition to raise pH to 10.
❑ Not Applicable - Non -Animal Processing Residuals Regulated under 40 CFR Part 257 with NO
Domestic
Wastewater Contribution.
*** END OF FORM RSCA 02/02 ***
FORM: RSCA 02/02 Page 8 of 8 Attachment Order 2

Internatlonai-y V ----- \ •y.�..r •`
./ • % _ -
mer
Pon I t
Civic
�Disparge
Latitude:
350' 23'46"
Longitude:
800 11' 55"
USGS Quad #:
F18SW .,
River Basin #:
03-17-13
Receiving Stream: Lone Creek
Stream Class:
C
I
Long Creek WWTP
NCO024244
Stanly County

Influent
Schematic of
Wastewater
Row
Distributed to the
Public
Centrifuge and
Sludge Dryer
Sludge
Storage
Bar
Screen
6 MGD
Grit Chamber
Pump Station
Primary
Clarifiers
Trickling
Filters
Waste
Sludge
Return
Sludge
Screw
Pumps
Waste
Sludge
Pumps
Screw
Pumps
Flow
Screw
Pumps
Extended
Aeration
Basins
Secondary
Clarifiers
Tertiary
Sand
Filters
Backwash
Aerobic
Digesters
SBS
Flow
Chlorine Effluent
Contact
Basin
Land
Application City of Albemarle Long Creek WWTP

2-b. The sludge that is generated by the City of Albemarle is treated in the following
manner:
All of the sludge both primary and secondary has already been treated by
extended aeration before it i; pu-nped to (2) two aerobic digesters (0.084 MG
each). The sludge is aerated in these digestors. The sludge is then gravity
thickened to 3-6% solids. The sludge is then stored in (4) four storage tanks, two
of the tanks have a capacity of 0.15 MG each and two have the capacity of 0.60
MG each
All of the sludge stays in these storage tanks until it is land applied.
2-c. The City of Albemarle feels that 900 dry tons should be adequate for the life of
this future permit. The City of Albemarle has installed a sludge dryer, which will
generate Class A sludge. The City is awaiting word on a submitted application
for a Distribution and Marketing permit. This process will cause a significant
reduction (20% - 40%) on the amount of residuals applied to land application
sites.
2-d. Sampling is conducted quarterly per the existing permit from samples obtained
from the sludge storage basin. TCLP monitoring is conducted annually.

:Analytical °
www.pacelahs.cam
Solid results are reported on a wet weight basis
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone. [phone]
Lab Project Number: 9263796 FaX [phone]
Client Project ID: Sludge 04/01/04
Lab Sample No: 924057102
Project Sample Number: 9263796-001
Date Collected: 04/01/04 07:05
Client Sample ID: SLUDGE
Matrix: Soil
Date Received: 04/01/04 11:10
Parameters
Results Units
Report Limit Analyzed By
CAS No. ual Re Lmt
Wet Chemistry
Flash Point, Closed Cup
Method: EPA 1010
Flash Point
>140
04/22/04 17:00 EWS
pH
Method: EPA 9045
pH
6.80 units
04/13/04 DDS
1
Date: 04/22/04
Asheville Certification IN
NC Wastewater 40
NC Drinking Water 37712
Page: 1 of 4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full, Charlotte Certification IN
without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
^a NC Drinking Water 37706

aceAna1, «al
New Orleans Labaratory
Client ID:
SLUDGE
Project:
City of Albemarle
Lab ID:
924057102
Description:
None
Report of Laboratory Analysis
www.pacclabs.com
ParameterName Method Batch DF Result Qu
Reactive Cyanide SW 7.3.3.2 40570 1 ND C3
Reactive Sulfide SW 7.3.4.2 40562 1 ND C3
2 parnmeter(s) reported
��:s.y i�io�f;;ti7K<i.�zk;2 w`akS•e°YCi��.iiy Sa:S v'.
Client: PACE CHARLOTTE
Site: None
Project No.: 2030724
Matrix: Soil %Moisture: Not Corrected
Collected: 04/01/04 Received: 04/01/04
Reporting Reg.
Units Limit Prep. Analysis Limit
mg/kg 25.0 07-Apr-04 07-Apr-04 16:02 MMA
mg/kg 50.0 07-Apr-04 07-Apr-0415:00 LTL
ND denotes Not Detected at or above the adioated revortine0mIL
DF decoresDfiutioaFector offmal aamp�PF denotes®mpb:iRep Fadorw-blch accounts fora am-routinesample sta
................................................................................................
'LahaFwmri Certifications i
:Louisiana Dept. of Health and Hospitals (ELAP)lDrieldng Water LA 0311013
:Florida Dept. of HealthDlarardonsWaste-t$1535
Reporting limit is corrected for sample dze, Motion and moisture content if oppucabh
: Ham Dept orHeaith & EnvironmenVELWIIIN -E.1M6
Qu lists qualifiers. Specific qualifers am defined at the end of me report
'LEUW MELAP W WAm -MW
For moisture results, wet denotes result is not corrected for moisture and n/a denotes not applimble.
EQD - CaniHad Paerm Rim Chemist -.
(la) pzl less than 10 or greater than 12S ishazardons formrresivity.
:U.S. Dept. atAgricvhure Animal & Plant Health Inspection Services -
(lb) Flash pointless than 140 degrees Fit hazsrrloes for ignitihility.
Fomipn SoH Import N•5. Territories)
(1 c) Reactive cyanide above 250 ppm is h— ons for reactivity.
................................................................................................:
(Id) Reactive sulfide above Soo ppm is hmrdous for reactivity.
Ethylene is a common synonym for the 1UPAC standard ethene in all compounds with this functional group.
methyl ethyl keytone is a synonym for 2-but2none
o,m,p-cresol are synonyms for 2,3,4.methylphenol, respectively.
Aesacldorobutadime is herachla v 1,3-hutadime
Page 3 of 5

aceAnalytical
www.pacelabs.com
Lab Sample No: 923245666
Client Sample ID: WWTP SLUDGE-TCLP
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Lab Project Number: 9249076 Fax [phone]
Client Project 10: Inf/Eff/WWTP/Aeration Basin
Project Sample Number: 9249076-008 Date Collected: 08/14/03 07:25
Matrix: Soil Date Received: 08/14/03 12:00
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual &gLq
GC Semivolatiles
Pesticides, TCLP Leachate
Prep/Method:
EPA 3510 /
EPA 8081
gamma-BHC (Lindane)
ND
mg/l
0.040
08/19/03
18:54 CBE
58-89-9
Chlordane (Technical)
ND
mg/l
0.0030
08/19/03
18:54 CBE
57-74-9
Endrin
ND
mg/l
0.0020
08/19/03
18:54 CBE
72.20-8
Heptachlor
ND
mg/l
0.00080
08/19/03.18:54
CBE
76-44-8
Heptachlor epoxide
NO
mg/l
0.00050
08/19/03
18:54 CBE
1024-57-3
Methoxychlor
NO
mg/l
1.0
08/19/03
18:54 CBE
72-43-5
Toxaphene
NO
mg/l
0.050
08/19/03
18:54 CBE
8001.35-2
Tetrachloro-m-xylene (S)
89
X
08/19/03
18:54 CBE
877-09-8
Decachlorobiphenyl (S)
75
X
08/19/03
18:54 CBE
2051-24-3
Date Extracted
08/18/03
08/18/03
Acid Herbicides, TCLP Leachate Prep/Method: EPA 3510 / EPA 8151
2.4-D ND mg/l 1.0 08/20/03 02:28 CBE 94-76-7
2,4,5-TP (Silvex) ND mg/l 0.10 08/20/03 02:28 CBE 93-72-1
2.4-OCPA (S) 53 X 08/20/03 02:28 CBE 19719-28-9
Date Extracted 08/18/03 08/18/03
GUMS Vol ati l es
Volatile Organics, TCLP Leach.
Benzene
2-Butanone (MEK)
Carbon tetrachloride
Chlorobenzene
Chloroform
1,2-Dichloroethane
1.1-Dichloroethene
--- - Tetrachloroethene__ _
Trichloroethene
Vinyl chloride
Toluene -dB (S)
4-Bromofluorobenzene (S)
Dibromofluoromethane (S)
1.2-Dichloroethane-d4 (S)
Date: 09/12/03
Method: EPA 8260
NO
mg/l
ND
mg/l
ND
mg/l
NO
mg/l
NO
mg/l
ND
mg/l
ND
mg/l
_ ND - - -
- mg/l- -- ---- --
NO
mg/l
NO
mg/l
96
X
73
X
100
%
88
X
0.010 08/26/03 17:09 RWS 71-43-2
0.010 08/26/03 17:09 RWS 78-93-3
0.010 08/26/03 17:09 RWS 56-23-5
0.010 08/26/03 17:09 RWS 108-90-7
0.010 08/26/03 17:09 RWS 67-66-3
0.010 08/26/03 17:09 RWS 107-06-2
0.010 08/26/03 17:09 RWS 75-35-4
0.010 08/26/03 17:09 RWS 127-18-4
0.010 08/26/03 17:09 RWS 79.01-6
0.010 08/26/03 17:09 RWS 75-01.4
08/26/03 17:09 RWS 2037-26.5
08/26/03 17:09 RWS 460-00-4
08/26/03 17:09 RWS 1868.53.7
08/26/03 17:09 RWS 17060-07-0
REPORT OF LABORATORY ANALYSIS
Asheville Certification IDs This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
NC Drinking Water 37712 0 "°
2
Page: 30 of 45
Charlotte Certification IDs
NC Wastewater 12
NC Drinkinq Water 37706

llaneAnalyticalo
www.pacelahs.com
Lab Sample No: 923245666
Client Sample ID: WWTP SLUDGE-TCLP
Pace Analytical Services, Inc.
9800 KinceyAvenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Lab Project Number: 9249076 FaX [phone]
Client Project ID: Inf/Eff/WWWAeration Basin
Project Sample Number: 9249076-008 Date Collected: 08/14/03 07:25
Matrix: Soil Date Received: 08/14/03 12:00
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual ReaLmt
Metals
Trace ICP Metals, TCLP Leach.
Prep/Method:
EPA 3010 /
EPA 6010
Arsenic
0.017
mg/l
0.0050
08/28/03
20:55
LBG
7440-38-2
Barium
0.065
mg/l
0.0050
08/28/03
20:55
LBG
7440-39-3
Cadmium
0.0012
mg/l
0.0010
08/28/03
20:55
LBG
7440-43-9
Chromium
0.0021
mg/l
0.0020
08/28/03
20:55
LBG
7440-47-3
Lead
0.012
mg/l
0.0050
08/28/03
20:55
LBG
7439-92-1
Selenium
0.0080
mg/l
0.0060
08/28/03
20:55
LBG
7782-49-2
Silver
ND
mg/l
0.0020
08/28/03
20:55
LBG
7440.22-4
Date Digested
08/27/03
08/27/03
Mercury. CVAAS, TCLP Leachate
Method: EPA
7470
Date Digested
08/26/03
08/26/03
Mercury. CVAAS, TCLP Leachate
Method: EPA
7470
Mercury
ND
mg/l
0.00020
08/27/03
LBG
7439-97-6
GUMS Semivolatiles
Semivolatile Organics, TCLP
Prep/Method:
EPA 3510 /
EPA 8270
1.4-Dichlorobenzene
ND
mg/1
0.75
OB/18/03
13:50
BET
106-46-7
2.4-Dinitrotoluene
ND
mg/1
0.013
08/28/03
13:50
BET
121-14-2
Hexachloro-1,3-butadiene
NO
mg/l.
0.050
08/18/03
13:50
BET.
87.68-3
Hexachlorobenzene
ND
mg/l
0.013
08/18/03
13:50
BET
118-74-1
Hexachloroethane
ND
mg/l
0.30
08/18/03
13:50
BET
67.72.1
2-Methylphenol (o-Cresol)
ND
mg/l
20.
08/18/03
13:50
BET
95-48-7
3&4-Methylphenol
ND
mg/l
20.
08/18/03
13:50
BET
Nitrobenzene
ND
mg/l
0.20
08/18/03
13:50
BET
98-95-3
Pentachlorophenol
ND
mg/l
10.
08/18/03
13:50
BET
87-86-5
Pyridine
_ND_
mg/l
0.5.0
08/18/03
13:50
BET
110-86-1
2.4.5-Trichlorophenol
NO
mg/l
40.
08/18/03
13:50
BET
95.95-4
2.4.6-Trichlorophenol
NO
mg/l
0.20
08/18/03
13:50
BET
88-06-2
Nitrobenzene-d5 (S)
70
%
08/18/03
13:50
BET
4165-60-0
2-Fluorobiphenyl (S)
76
%
08/18/03
13:50
BET
321.60-8
Terphenyl-d14 (S)
92
%
08/18/03
13:50
BET
1718-51-0
Phenol-d5 (S)
30
X
08/18/03
13:50
BET
4165.62-2
2-Fluorophenol (S)
41
%
08/18/03
13:50
BET
367-12-4
2,4.6-Tribromophenol (S)
86
X
08/16/03
13:50
BET
Date Extracted
08/17/03
08/17/03
Date: 09/12/03
Page: 9 of 45
REPORT OF LABORATORY ANALYSIS
Asheville Certification IN This report shall not be reproduced, except in full, Charlotte Certification IN
NC Wastewater 40 without the. written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinking Water 37712 NC Drinking Water 37706

ace Analytical
WWr pacefabs.coIn
Lab Sample No: 923524870
Client Sample ID: SLUDGE -METALS
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Lab Project Number: 9253705 Fax:[phone]
Client Project ID- Influent/Effluent
Project Sample Number: 9253705-007 Date Collected: 11/10/03 10:53
Matrix: Soil Date Received: 11/12/03 10:53
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual Re4Lmt
Metals
Metals, Trace ICP
Prep/Method:
EPA 3050 /
EPA 6010
Aluminum
31000
mg/kg
160
11/18/03
14:41
LBG
7429-9075
Arsenic
ND
mg/kg
B.1
11/18/03
14:41
LBG
7440-38-2
Cadmium
ND
mg/kg
1.6
11/18/03
14:41
LBG
7440-43-9
Calcium
21000
mg/kg
160
11/18/03
14:41
LBG
7440-70-2
Chromium
740
mg/kg
3.3
11/18/03
14:41
LBG
7440-47-3
Copper
1900
mg/kg
3.3
11/18/03
14:41
LBG
7440-50-8
Lead
40.
mg/kg
8.1
11/18/03
14:41
LBG
7439-92-1
Magnesium
4700
mg/kg
160
11/18/03
14:41
LBG
7439.95-4
Molybdenum
ND
mg/kg
8.1
11/18/03
14:41
LBG
7439-98-7
Nickel
150
mg/kg
8.1
11/18/03
14:41
LBG
7440-02-0
Potassium
2300
mg/kg
1600
11/18/03
14:41
LBG
7440-09-7
Selenium
ND
mg/kg
8.1
11/18/03
14:41
LBG
7782-49-2
Silver
54.
mg/kg
3.3
11/18/03
14:41
LBG
7440-22-4
Sodium
2000
mg/kg
1600
11/18/03
14:41
LBG
7440-23-5
Zinc
630
mg/kg
16:
11/18/03
14:41
LBG
7440-66-6
Date Digested
11/14/03
11/14/03
Mercury, CVAAS, in Soil
Mercury
Wet Chemistry
Percent Moisture
Percent Moisture
Date: 12/04/03
Asheville Certification IDs
NC Wastewater 40
mr: nrinWnn M1ntar Q7719
Method: EPA 7471
0.74 mg/kg
Method: % Moisture
93.9 %
0.074 11/13/03 LBG 7439-97-6
11/18/03 09:29 SWB
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
Page: 7 of 21
Charlotte Certification IDs
NC Wastewater 12
R 111 A .�1..•�� \II.a-.. nT nn

Pace Analytical Services, Inc.
9800 KincWAvenue, Suite 100
Ana lyticaf° Hurnersville, IBC 28078
Phone. [phone]
www.pacelabs.com Fax: [phone]
Lab Project Number: 9253705
Client Project ID: Influent/Effluent
Lab Sample No: 923508774
Project Sample
Number: 9253705-006
. Date Collected: 11/06/03 07:15
Client Sample ID: SLUDGE
Matrix: Water
Date Received: 11/06/03 11:50
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual RegLmt
Wet Chemistry
Total Solids
Method:
EPA
160.3
Total Solids
30000
mg/l
10.
11/10/03
KHJ
Ammonia
Method:
EPA
350.1
Nitrogen, Ammonia
31.
mg/l
0.10
11/27/03
BKS
7727-37-9
Total Kjeldahl Nitrogen
Method:
EPA
351.2
Nitrogen, Kjeldahl, Total
1800
mg/l
0.10
12/03/03
BKS
Nitrogen, Nitrate/Nitrite
Method:
EPA
353.2
Nitrate -Nitrite (as N)
ND
mg/l
0.050
11/08/03
SHB
7727-37-9
Phosphorus, Total
Method:
EPA
365.2
Phosphorus
186.
mg/l
0.100
11/14/03
LTH
7723-14-0
Date: 12/04/03
Page: 6 of 21
REPORT OF LABORATORY ANALYSIS
Asheville Certification IDs This report shall not be reproduced, except in full, - Charlotte Certification IDs
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinking Water 37712 u ACCO. RIP IlAnW.n UUo+e. -377na

City of Albemarle WWTP Sludge Fecal Coliform & Vector Reduction Data
Conducted by City of Albemarle Wastewater Laboratory
Date
Colony Count
ml sample
% solids
CFU/g
Statistics (CFU/g)
3/10/03
< 1
0.001
4.0
< 2.50E+04
Minimum 2.50E+04
Geo. Mean 4.00E+04
Maximum 4.55E+05
3/11103
< 1
0.001
4.0
< 2.50E+04
3/12/03
< 1
0.001
4.0
< 2.50E+04
3/13/03
1
0.001
4.0
2.50E+04
3/14/03
< 1
0.001
4.0
< 2.50E+04
3/17/03
2
0.0001
4.4
4.55E+05
3/18/03
1
0.001
2.7
3.70E+04
5/05/03
< 1
0.001
4.0
< 2.50E+04
Minimum 2.50E+04
Geo. Mean 2.77E+04
Maximum 2.94E+04
5/06/03
< 1
0.001
3.7
< 2.70E+04
5/07/03
1
0.001
3.4
2.94E+04
5108103
< 1
0.001
3 4
< 2.94E+04
5/09/03
< 1
0.001
3.8
< 2.63E+04
5/12/03
< 1
0.001
3.5
< 2.86E+04
5/13/03
1
0.001
3.5
2.86E+04
8/11103
< 1
0.001
4.3
< 2.33E+04
Minimum 1.67E+04
Geo. Mean 2.70E+04
Maximum 6.67E+04
8/12/03
3
0.001
4.5
6.67E+04
8/13/03
1
0.001
3.7
2.70E+04
8/14103
2
0.001
4.0
5.00E+04
8/15/03
1
0.001
5.8
1.72E+04
8118/03
1
0.001
5.7
1.75E+04
8/19103
< 1
0.001
6.0
< 1.67E+04
11/031031
2
0.001
4.4
4.55E+04
Minimum . 2.33E+04
Geo. Mean 3.79E+04
Maximum 9.38E+04
11/04/031
3
0.001
3.2
9.38E+04
11/05/03
< 1
0.001
4.0
< 2.50E+04
11106/031
3
0.001
5.7
5.26E+04
11/07/03
1
0.001
3.6
2.78E+04
11/10/03
< 1
0.001
3-2
< 3.13E+04
11/11/03
< 1
0.001
4.3 j<
2.33E+04
----- - -- ----------------- - -- -- --- --
--- - - 30 day Aerobic Bench Scale Digestion for Vector Reduction
Start Date
% Vol. Sol.
Finish %
Vol. Sol.
03/11/03
68.2
04/10/03
64.7
05/06/03
69.3
06/05/03
63
08/12/03
63.2
09/11/03
61
11/04/03
62.7
12/04/03
60.2
% Volatile Solids Reduction
3.5%
6.3%
2.2%
2.5%

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LAND APPLICATION SITE CERTIFICATION ATTACHMENT
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //h2o. enr. state. nc. uslndpul
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form
(Form NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals land application programs or renewed residuals land application programs, submit the requested
information for all land application sites to be certified for this residuals land application program.
✓ For modified residuals land application programs in which any new/transferred land application sites or modification to
the certified land application sites are proposed, submit the requested information for only those land application sites
that are new/transferred or affected by the proposed modification.
✓ All forms and guidance documents referred to in this attachment form may be downloaded from the web site at
httpJ/h2o.enr.state.nc.us/ndpu/.
B. Land Application Site Information:
✓ Additional copies of Page 2 of 2 of this attachment form may be used if necessary.
✓ The status of the land application site with respect to this residuals land application program must be provided in the
table in Item L 1. The status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (Ivl) ♦ Transferred (T)
✓ If this is the first time that an application package is being submitted using Form NDRLAP, then a Watershed
Classification Attachment for Residuals Programs (Form RWSCA) must be completed for all existing land application
sites.
✓ For each land application site with a status code of N, attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment for Residuals Programs (Form RWSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (Form CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (Form LOAA).
■ Attachment Order 3-d: Buffer Waiver Agreement Attachment (Form BWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map that meets all of the criteria in the latest version of
the document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina
Residuals Permitting Programs."
■ Attachment Order 3-f: A soils and agronomic evaluation that meets all of the criteria in the latest version
of the document entitled "Guidance for the Preparation of Soils and Agronomic Evaluations for North
Carolina Residuals Permitting Programs."
✓ For each land application site with a status code of R, attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (Form LOAA).
• Attachment Order 3-d: Buffer Waiver Agreement Attachment (Form BWAA)..
■ Attachment Order 3-e: An updated vicinity/buffer map (i.e., see above for criteria guidance).
■ Attachment Order 3-e: An updated accounting of the land application site's cumulative pollutant loading
rates (CPLRs) that are required by the permit of the residuals land application program from which the
site is being transferred.
✓ For each land application site with a status code of M, contact the appropriate Division's regional office to determine
attachment requirements.
✓ For each land application site with a status code of T, attach the following in the order specified:... _ ....
♦ Attachment Order 3 through 3-f Everything required for land application sites with a status code of N.
➢ Attachment Order 3-e: An updated accounting of the CPLRs (i.e., see above for criteria guidance).
FORM: LASCA 02/02 Pagel of 2 Attachment Order 3

Applicant's name: City of Albemarle
Check all that apply: ❑ NEW RESIDUALS LAND APPLICATION PROGRAM RENEWED RESIDUALS LAND APPLICATION PROGRAM
❑ ADD ❑ DELETE this/these land application site(s) to/from those certified for this residuals land application program.
❑ INCREASE ❑ DECREASE the net acreage associated with this/these land application site(s) currently certified for this
residuals land application program.
❑ OTHER Explain:
Land application sites currently certified: 508.8 net acres and proposed for certification: 508.8 net acres. Total to be certified: 508.8 net
acres.
Approximate percentages: % forested, 100 % agricultural, and % reclamation sites.
I. LAND APPLICATION SITE INFORMATION (See Instruction B.):
1. Complete the following table with the requested information:
Status
Code
Site/Field
ID
Landowner(s)
Lessee(s) or Operator(s)
County
Net
Acres
Predominant
Soil Series
Soil
CEC
R
1
City of Albemarle
City of Albemarle
Stanly
130.0
9.7.
R
1
City of Albemarle
City of Albemarle
Stanly
300.0
22.6-7.8
R
1
City of Albemarle
City of Albemarle
Stanly
78.8
9.0
i
FORM: LASCA 02/02 Page 2 of 2 Attachment Order 3

J- Mtn Crtmk
Mo.m.in vi'_
- ChL
/A
�� _ Z` •• (]vim/•/_ '�t - •'_ �} T-� � � s.s � - � ./ J '\ ('�^\\�.rr, / �.
'F "I A 1:
DIre
10-T.
Doom am
Le e- im
Ch
-F.
,
�R
J
I 11A�
T -tH 71
rp 7
C.
Wmezmm�Cr
rA, z
•W
— IUD
is fw,- — . . ,
q % :,
- rl-
1L
7
kdbernafl
Aicoart
r%
;z
-0
unim— ft•'l-s 0.
f:
Y_ pel
49
WASTE TREAT MENT
Az JI-
SITE Zo..
N . P.
t?
If ell
?
533 h
J_�11 T an ve
ch -
LANDFILE
Zi;n L SIT
p.2-
T 7.
f
13 L- cl
jb— 7'
7 -
. 2n
17-
e"
C6
.Gem �.\0
p X1 Porter
LOCATION MAP
tS %-0 LAND RECLAMATION AND
SLUDGE DISPOSAL SITES
QU ADR ANGLE CITY OFALBOEEMARLS , N.C.
NORT.H CAROLINA
15 MINUT E SE-pl=S (T DPO,-,RAP;qlc:)
Cal, r= --------

Stanly County
WQ0002616/GI,494111
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ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616
)weer:
ite #:
City of Albemarle Operator: Gary Smith
1 Field #: 1 Acres Utilized: 19
Annual Dry Tons Applied: 172.42116
Cation Exchange Capacity (non 503):
Acres Permitted: 130
' a
oPer
Totals
%
Solids
Dry Tons Per
Acre
Residual
Sources
Summarize
( )
site
Cond.
Dry,
Wet,
Moist
Inches
Precip.
Past 24
Hrs,
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo -
ma-
Ni-Acre
trogen
Ni-trate
and
NitriteCrop
PAN 1
PAN 2
Must Select
Crop 1 or Crop
2
rReport
1
Crop 2
3n-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
eb-03
0
0
4
0
WWTP
S
0.5
0.3
1 88000
3700
20000
0
#######
Fescue
2
lar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######1
Fescue
13
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
4
:ay-03
148000
7789.5
3.8
1,23432
WWTP
S
0.5
0.3
120000
7000
1 10
92.3518
#######
Fescue
5
in-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
al-03
396000
20842
3.9
3.389551579
WWTP
S
0.5
0.3
1800
2600
30
7.38922
#######
Fescue
7
ug-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
ep-03
520000
27368
3.9
4.450926316
WWTP
S
0.5
0.3
1800
2600
30
9.70302
#######
Fescue
9
ct-03
0
0 1
3
0
WWTP
S
0.5
0.3
29508
508
1 0.8
0
#######.
Fescue
10
ov-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
11
ec-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######1
Fescue
112
OTALS:
56000
:
As
Cd
Cr
Cu
Pb
HA
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
lied
nnuallbs/acre
0.231007465
0.04488
8.17462
22.767
0.49251
0.01262
0.23101
0.30521
0.23101
8.78587
692.727
109,444
0
Date
lbs/ac
urrent Cumulative lbs/ac
0.651007465
1.33588
191.435
374.667
9.43251
0.05662
0.67901
5.27521
0.66301
135.776
?'l'��<`•;`<:-,;,;;;;;
,;,,,,�;,,,;;:,�;,;;•�;::.;.;,
;'•i
}`.
i r Years Cumulative lbs/ac
0 .42
183.26
351.9
8. 4
0.044
0.448
4.97
0.432
126.991,291
yy*y* TT*
,rnutte C P. L R
d
36
34
2 677
3
1 38
267
15
n/a
3 74
8 9
24 8
9
:rnut PAN Limit lst/2 d Crop
.:"' :';:':•: "".
........:..
$.:
certify, under aenalty of law. that this document was DreDared under
my direction
or suuervision in accordance with
a system
;signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
*Application Method: S -Surface, IN -Injection, INC -Incorporation
Sfifiature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
* The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column NJ.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 172.42116
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 19 Acres Permitted: 130 Site #: 1 Field #: 1
Residual Analvsis Data (Heavv Metals and Total Phosnhorus use mff/kg. % Solids use Raw Percent 9):
Sample
or Com-
posite
Date
1
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
5
05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
0
11/10/03
11
11/10/03
12
7
11/10/03
% Solids
4
4
4
3.8
3.8
3.8
3.9
3.9
1 3.9
3
3
3
Arsenic
10
10
10
11
11
11
1 13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy lvletal ield Loadings
(calculated in lbs/acre):
11
2
L3j
4
5
6
7
8
9
12J
III
2
�+ o
O
C '•�' d
o
0
0
0
0
1.2343
0
3.3896
0
4.4509
0
0
0
Arsenic
0
0
0
0
0.0272
0
0.0881
10.0169
0
0.1157
0
0
0
0.231
Cadmium
0
0
0
0
0.0057
0
0
0.0223
0
0
0
0.0449
Chromitur
0
0
0
0
1.4318
0
2.915
0
3.8278
0
0
0
8.1746
Copper
0
0
0
0
3.9498
0
8.1349
0
10.682
0
0
0
22.767
Lead
0
0
0
0
0.0691
0
0.183
0
0.2404
0
0
0
0.4925
Mercury
0
0
0
0
0.0013
0
0.0049
0
0.0064
0
0
0
0.0126
Molyb-
denum
0
0
0
0
0.0272
0
0.0881
0
0.1157
0
0
0
0.231
Nickel
0
0
0
0
0.0543
0
0.1085
0
0.1424
0
0
0
0.3052
Selenium
0
0
0
0
0.0272
0
0.0881
0
0.1.157
0
0
0
0.231
Zinc
0
0
0
0
1.259
0
3.254
0
4.2729
0
0
0
8.7859
Total
Phos-
0
0
0
0
41.967
0
281.33
0
369.43
0
0
0
692.73
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of lines and imprisonment for knowing violations"
2 G
Signature oCtmd Applier Date ll ka� FS
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematicaE1FUKM rS (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616
Iwner:
to #:
City of Albemarle Operator: Gary Smith
2 Field #: 2 Acres Utilized: 17
Annual Dry Tons Applied: 7.15572
Cation Exchange Capacity (non 503):
Acres Permitted: 300
.4
3 oPer
3
aginCu.
:<> s eci
Totals
Acre
o
/o
Solids
Dry Tons Per
Acre
Residual
Sources
(Summarize)
bite
Cond.
Dry,
Wet,
moist
Inches
Precip.
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
,ram
Ammo-
ma-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop1 or Cro
p
2
Gal.
Totals
Crop 1
Crop 2
m-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
.b-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######1
Fescue
2
ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######1
Fescue
3
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
14
ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
15
m-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
al-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
7
ag-03
44000
2588.2
3.9
0.420924706
WWTP
S
0.5
0.3
1800
2600
30
0,91762
#######1
Fescue
8
;p-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
1101
ov'03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
11
ec-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
2588
">><'>
As
Cd
Cr
Cu
Pb
H
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
lied
nnuallbs/acre
0.010944042
0.0021
0.362
1.01022
0.02273
0.00061
0.01094
0.01347
0.01094
0.40409
34.9368
0.91762
0.
Date
lbs/ac
urrent Cumulative Ibs/ac0.7
0.693944042
341
145.032
30 46
7.
4 2
7. 6 73
26
0.07 1
1
1.44 94
4
4.153 7
5 9
0.4 9 4
114 234
`"'##'>>'•`#?':''s's'#>''<s?
..,..;;;;,•,.,;;;;•�
< > <`»rF,,,.
Su'
;..:::!,;;,
,•.,..,.>...
i
for Years Cumulative lbs/ac
0.683
0.732
144.67
306.45
1 7.44
0.072
1.431
4.14
0.449
113.83
***
,rnutted C. P. L. R.
36
34
2677
1338
267
15
n/a
3 4
7
89
2498
1st/ d C o nm• PAN Lim
Crop
'J
,.
?v:!•::xq::•:?:iX:
;:i:•'}
�'::?.,:.,C:: .}..i':.}'..'
:v:.}.;.}•>{{•:4}i':2!!!,i??':!�i:
:vi•
?: `v:.;,•::: ••; :?„w::':;
{. :... :
250
certifv. under nenaltv of law, that this document was Dreuared under
my direction or supervision in accordance
with
a system
;signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
*Application Method: S - Surface, IN - Injection, INC - Incorporation
69fignature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row -to properly complete the metals equations. le. FSF row # 1 to MFLSF column # 1.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 7.15572
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 17 Acres Permitted: 300 Site #: 2 Field #: 2
Residual Analvsis Data (Heave Metals and Total Phosnhorus use mg/Im. % Solids use Raw Percent ft
Sample
or Com-
posite
Date
_jj
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
Ji
05/08/03
61
05/08/03
21
08/14/03
Aj
08/14/03
09/14/03
10
11/10/03
11
11/10/03
12
11/10/03
% Solids 1
4
4
4
3.8
3.8 1
3.8
3.9
3.9
3.9
3
3
3
Arsenic
10
1.0
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
1 430
430
430
740
740
740
Copper
2100
2100
2100
1600
1660
1600
1200
1200
1200
1900
1900
1900
Lead -
37
-37
37--
28
28
28
27
27
27
40
40-
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Calculated
in lbs/acre):
y o
1
2
3
4
5
6
7
8
Aj
ipi
11
12
o
0
0
0
0
0
0
0
0.4209
0
0
0
0
Arsenic
0
0
0
0
0
0
0
0.0109
0
0
0
0
Cadmium
0
0
0
0
0
0
0
0.0021
0
0
0
0
Chromitux
0
0
0
0
0
0
0
0.362
0
0
0
0
Copper
0
0
0
0
0
0
0
1.0102
0
0
0
0
Lead
0
0
0
0
0
0
0
0.0227
0
0
0
0
Mercury
0
0
0
0
0
0
0
0.0006
0
0
0
0
Molyb-
0
0
0
0
0
0
0
0.0109
0
0
0
0
denum
Nickel
0
0
0
0
0
0
0
0.0135
0
0
0
0
Selenium
0
0
0
0
0
0
0
0.0109
0
0
0
0
Zinc
0
0
0
0
0
0
0
0.4041
0
0
0
0
Total
Phos-
0
0
0
0
0
0
0
34.937
0
0
0
0
pnurus I 1 1 1 1 1 I 1 1 1 1 I I
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations"
Signature of L d Applier Date
'� See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematic ROMY&W (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616 Annual Dry Tons Applied: 58.58016
)wner: City of Albemarle Operator: Gary Smith Cation Exchange Capacity (non 503):
ite #: 2 Field #: 3 Acres Utilized: 45 Acres Permitted: 300
S.
oPer
Totals
Acre
o
/o
Solids
Dry Tons Per
Acre
Residual
Sources
(Summarize)
bite
Cond.
Dry,
Wet,
moist
Inches
Precip.
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or'Crop
p p
2
rReport
tals
Crop Ticrop
2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
-b-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
.ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
3
pr-03
4000
88.889
3.8
0.014085333
WWTP
S
0.5
0.3
120000
7000
10
1.05386
#######
Fescue
4
ay-03
0
0
1 3.8
0
WWTP
S
0.5
0.3
1 120000
7000
1 10
0
#######1
Fescue
15
in-03
216000
4800
3.8
0.760608
WWTP
S
0.5
0.3
120000
7000
1 10
56.9087
#######
Fescue
6
a1-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
7
ag-03
112000
2488.9
3.9
0.404768
WWTP
S
0.5
0.3
1800
2600
30
0.88239
#######
Fescue
8
;p-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0 1
3
0
WWTP
S
0.5
0.3
1 29508
508
0.8
0
#######
Fescue
10
Dv-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
1 0.8
0
#######1
Fescue
11
ec-03 1
44000
977.78
3
0.12232
WWTP
S
0.5
0.3
29508
508
0.8
2.1907
#######
Fescue
12
OTALS:
8356
<<>?
As
Cd
Cr
Cu
Pb
HR
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
plied
anual lbs/acre
0.029548805
0.00598
1.42778
3.91528
0.07503
0.0016
0.02955'
0.08374
0.02955
1.33289
60.6812
61.0357
0
Date
lbs/ac
irrent Cumulative lbs/ac
0.546548805
0.55598
95.9078
244.892
5.35503
0,0816
1.61555
4.21374
0.43055
87.8829
;;;;;;;;;;;;;;;;;;;>::;:•<:;:::;;>:;:<:;:;:;;::<;:;:;>::
r'':>>r`<3E:«>;<:r::.:
•.:::•:..,......
11/06/03
1000
Years Cumulative fibs
0.517
0.55
94.48
240.977
5.28
0/ac .08
1.586
4.13
0,401
86,55for
rmitted C PLR ***
36
34
261338
77
267
I5
n/a
374
89
2498
emit PAN Limit 1 2n r
st/ d Crop
p
250
certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system
;signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for su mitting false information, including the possibility of fines and imprisonment for knowing violations."
*Application Method: S - Surface, IN - Injection, INC - Incorporation
gnature of Land Applier Date **Volitilization Rate: Surface - 0.5, Inlection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered Into the
ti same numbered column on the MFLSF as Is entered on the Identically numbered FSF row to properly complete the metals equations. le. FSF row # I to MFLSF column #4.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 58.58016
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 45 Acres Permitted: 300 Site #: 2 Field #: 3
Residual Analvsis Data (Heavy Metals and Total Phosphorus use nieft. % Solids use Raw Percent ft
Sample
or Com-
posite
Date
_1j
03/13/03
2
03/13/03
3j
03/13/03
4
05/08/03
5
05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
0
11/10/03
1
11/10/03
2
11/10/03
% Solids
4
4
4
3.8
3.8
3.8
3.9
3.9
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1:6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-denum
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
1 150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580 1
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field
Loadings
(Calculated
in lbs/acre):
jj
2
3
4
5
Ii
Jj
Jj
al
1
12
� o
-§J
.H
rt I.
e.
5
0
0
0
0.0141
0
0.7606
0
0.4048
0
0
0
0.1223
.Arsenic
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
0
0.002
0.0295
Cadmium
0
0
0
6E-05
0
0.0035
0
0.002
0
0
0
0.0004
0.006
Chromi
0
0
0
0.0163
0
0.88231
0
0.3481
0
0
0 1
0.18T
1.4278
Copper
0
0
0
0.0451
0
2.4339
0
0.9714
0
0
0
0.4648
3.9153
Lead
0
0
0
0.0008
0
0.0426
0
0.02191
0
0
0
0.0098
0.075
Mercury
0
0
0
2E-05
0
0.0008
0
0.0006
0
0
0
0.0002
0.0016
Molyb-
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
0
0.002
0.0295
demur
Nickel
0
0
0
0.0006
0
0.0335
0
0.013
0
0
0
0.0367
0.0837
Selenium
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
0
0.002
0.0295
Zinc
0
1 0
0
10.0144
0
0.7758
0
0.3886
0
0
0
0.1541
1.3329
Total
Phos-
0
0
0
0.4789
0
25.861
0
33.596
0
0
0
0.7459
60.681
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations"
_ -D-�7 lox
Signature of d Applier Date .
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathemat'V WKVVft% (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
Facility Name:
)wner:
ite #: 2
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Long Creek WWTP
City of Albemarle
Field #:
Operator:
4
Permit #: WQ0002616
Gary Smith
Acres Utilized: 10
Annual Dry Tons Applied: 51.35772
Cation Exchange Capacity (non 503):
Acres Permitted: 300
5 ,
3 crReport
a
Specify
Totals
Per
o
/o
Solids
Dr Tons Per
y
Acre
Residual
Sources
(Summarize)
1 e
Cond.
Dry,
Wet,
Moist
Inches
Pr p'
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Amino-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or Crop
2
Gal.
lsAcre
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
eb-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
far-03
40000
4000
4
0.6672
WWTP
S
0.5
0.3
88000
3700
20000
162.9036
#######
Fescue
3
.pr-03
108000
10800
3.8
1.711368
WWTP
S
0.5
0.3
120000
7000
10
128.045
#######
Fescue
4
:ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
5
in-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
ul-03
68000
6800
3.9
1.105884
WWTP
S
0.5
0.3
1800
2600
30
2.41083
#######
Fescue
7
ug-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######1
Fescue
8
ep-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ict-03
56000
5600
3
0.70056
WWTP
S
0.5
0.3
29508
508
0.8
12.5467
#######
Fescue
10
ov-03
76000
7600
3
0.95076
WWTP
S
0.5
0.3
29508
508
0.8
17.0277
#######
Fescue
11
ec-031
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
34800
<<
As
Cd
Cr
Cu
Pb
Hg
Mo
Ni
Se
Zn
P
PAN 1
I PAN 2
Lime A
lied
nnuallbs/acre
0.106498464
0.02135
6.35431
17.2078
0.33703
0.00679
0.1065
0.64211
0.1065
5.66186
176.057
222.933
0
Date
lbs/ac
urrent Cumulative lbs/ac
0.291498464
0.18635
94.4543
1
69.678
09 03
5. 7
003479
0.5095
2.86211
0.3065
55.6919 �<'.�'��"`.'.:�`.'`�%�:''.�''�:�:..:...•
.,,,.,,•;,.;;,,,....:_�.,,:,.,,,•;;.•;;,•,;,,,•,,;,.;.�;;;;:;;;::
50.03 <
2498 '``����'�••
.................
>; <:::>:%: »<.:•::<:>:::><
:•::>•.<:•: •<
<:•:••�•:•:•:••:.•••
-ior Years Cumulative lbs/ac
0.185
0.165
88.1
152.47
4.76
0.028
0.403
2.22
0.2
,nrutted C. P. L. R. **
36
34
26 77
3
1 38
267
15
n/ a
3 4
7
89
1 2
t P Luiu t/ nd Crop
..
:.:. ..
...: .....
.f...,
50
certifv. under penalty of law. that this document was DreDared under my direction
or supervision in accordance
with a system
signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
gnificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
�✓ K Z2 �/� *Application Method: S - Surface, IN - Injection, INC - Incorporation
ignature of Land Applier Date **Volitilization Rate: Surface - 0.5, In•iection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
* The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. ie. FSF row # 1 to MFLSF column #.1.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 51.35772
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 10 Acres Permitted: 300 Site #: 2 Field #: 4
Residual Analvsis Data (Heave Metals and 'fatal Phnenhne•ne seep mu/t or_ %. Snlide seer Raw Ppre&-. et 01-
Sample
or Com-
posite
Date
Ljj
03/13/03
2
03/13/03
3
03/13/03
141
05/08/03
5
05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
12.1
11/10/03
11/10/03
12J
11/10/03
% Solids
4
4
1 4
3.8
3.8
3.8
1 3.9
3.9 -
3.9
3
3
1 3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
1 0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Hnnum
heavy ivietai
r ieta j oaaings
ivaicuiatea in iDs/acre):
c
LIJ
2 J
L3j
4 J
5
jj
7
8
0 1
2
y
_2j
y
B.
10.9508
y
o"
0
0
0.6672
1.7114
0
0
1.1059
0
0
0.7006
0
Arsenic
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Cadmium
0
0
0.0027
0.0079
0
0
0.0055
0
0
0.0022
0.003
0
0.0214
Mromiuff
0
0
0.9741
1.9852
0
0
0.9511
0
0
1.0368
I A071
0
6.3543
Copper
0
0
2.8022
5.4764
0
0
2.6541
0
0
2.6621
3.6129
0
17.208
Lead
0
0
10.0494
0.0958
0
0
0.0597
0
0
0.056
0.0761
0
0.337
Mercury
0
0
0.0009
0.0018
0
0
0.0016
0
0
0.001
0.0014
0
0.0068
Molyb-
denum
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Nickel
0
0
0.036
0.0753
0
0
0.0354
0
0
0.2102
0.2852
0
0.6421
Selenium
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Zinc
0
0
0.774
1.7456
0
0
1.0616
0
0
0.8827
1.198
0
5.6619
Total
116.013
Phos-
0
0
58.187
0
0
91.788
0
0
4.272
5.7977
0
176.06
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false informatlo ,
including the possibility of fines and imprisonment for knowing violations" RE C E �� E
_.`.... / WATER QUALITY SECTION
Signature o d Applier Date MAY 0 2004
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematird ""00,NG
03)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE. '
Facility Name: Long Creek WWTP Permit #: WQ0002616 Annual Dry Tons Applied: 11.64264
Iwner: City of Albemarle Operator: Gary Smith Cation Exchange Capacity (non 503):
.te #: 2 Field #: 5 Acres Utilized: 75 Acres Permitted: 300
i
a
3 oPer
i
s eci
Totals
Acre
o
/o
Solids
Dry Tons Per
Acre
Residual
Sources
( Summarize)
bite
Cond.
Dry,
Wet,
moistHrs.
Inches
Precip,
Past 24
Appli-
cation
Meth-
od *
Voli-
tila-
zation
Rate *,�
Miner-
ala-
zation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 orCrop
2
rRe
Crop 1
Crop 2
to-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
:b-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######1
Fescue
3
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
4
ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
5
m-03
4000
53.333
3.8
0.0084512
WWTP
S
0.5
0.3
120000
7000
10
0.63232
#######
Fescue
6
z1-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
1 30
0
1#######
Fescue
7
Lig-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
.p-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
10
ov-03
72000
960
3
0.120096
WWTP
S
0.5
0.3
29508
508
0.8
2.15087
#######
Fescue
11
ec-03
16000
3
0.026688
WWTP
S
0.5
0.3
29508
508
0.8
0.47797
#######
Fescue
12
DTALS:
!13.33
1227
>'' `:
As
Cd
Cr
Cu
Pb
H
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
lied
anuallbs/acre
0.002563827
0,00051
0.22704
0.58482
0,01222
0.00023
0.00.256
0.04441
0.00256
0.19357
1.18243
3.26116
0
Date
lbs/ac
r
.irrent Cumulative lbs/ac
0.331563827
0.38851
46.377
137.195
3.01222
0.03223
0.34556
2.38441
0.21256
80,2336
:<<:»:>:za:i:?::::;;r;:::>::;:;:::;::;er:<:•::::;a
.:;,k•;:
for Years -Cumulative lbs/ac
0.329
0.388
6
46.15
1 6
36. 1
3
0.032
0.343
2.34
0.21
80.04
1 *T*
rmi ed PLR
tt C.
36
34
267 7
13 8
3
26 7
15
/
n a
37 4
89
2498
PAN Luiu is 2nd ro
t
y::::::::::::.::.:::::::::::::::.
�.,,
MM
250
certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system
:signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
J22�2
G `f 0 � *Application Method: 5 -Surface, IN -Injection, INC -Incorporation
Signature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorvoration -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
. same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column 04.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek VJWTP Total Dry Tons Applied (Annual): 11.64264
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 75 Acres Permitted: 300 Site #: 2 Field #: 5
Residual Analvsis Data (Heavv Metals and Total Phosnhorus use m&kff. % Solids use Raw Percent #):
Sample
or Com-
posite
Date
_jj
03/13/03
2
03/13/03
3
03/13/03
4
05/09/03
5
OS/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
0
11/10/03
1
11/10/03
12
11/10/03
% Solids 1
4
4
4 1
3.8
3.8 1
3.8
3.9
3.9 1
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580.
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Mow
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
1 150
Selenium
10
10
10 1
11
11
11
13
13
13
8.1
8.1
1 8.1
Zinc
580
580
580
510
510
1 510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Calculated
in lbs/acre):
0
1
2
3
jj
jj
7
8
91
12.]1
12
am
_jj
o
' \3
y
o
0
0
0
0 1
0
0.0085
0
0
0
0
0.1201
0.0267
Arsenic
0
0
0
0
0
0.0002
0
0
0
0
0.0019
0.0004
0.0026
Cadmium
0
0
0
0
0
4E-05
0
0
0
0
0.0004
9E-05
0.0005
Chr omiurr
0
0
0
0
0
0.0098
0
0
0
0
0.1777
0.0395
0.227
Copper
0
0
0
0
0
0.027
0
0
0
0
0.4564
0.1014
0.5848
Lead
0
0
0
0
0
0.0005
0
0
0
0
0.0096
0.0021
0.0122
Mercury
0
0
0
0
0
9E-06
0
0
0
0
0.0002
4E-05
0.0002
Molyb-
0
0
0
0
0
0.0002
0
0
0
0
0.0019
0.0004
0.0026
denum
Nickel
0
0
0
0
0
0.0004
0
0
0
0
0.036
.0.008
0.0444
Selenium
0
0
0
0
0
0.0002
0
0
1 0
0
0.0019
10.0004
0.0026
Zinc
0
0
0
0
0
0.0086
0
0
0
0
0.1513
0.0336
0.1936
Total
Phos-
0
0
0
0
0
0.2873
0
0
0
0
0.7323
0.1627
1.1824
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
incluclkng the possibility of fines and imprisonment for Imowing violations"
Signature &Iand Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematic l�Cr (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE. °
Facility Name: Long Creek WWTP Permit #: WQ0002616 Annual Dry Tons Applied: 385.8084
)caner: City of Albemarle Operator: Gary Smith Cation Exchange Capacity (non 503):
(te #: 3 Field #: 6 Acres Utilized: 65 Acres Permitted: 78.8
a
S ecify
Totals
Acre
%
Solids
Dr Tons Per
y
Acre
Residual
Sources
(Summarize)
bite
Cond.
Dry,
Wets
Inches
Preci p'
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
nation
Rate**
Miner-
ala-
nation
Rate
TKN
Ammo-
pia -
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 orCrop
2
Gal.
Cu.Yd.
€!< Report
<> Totals
in Gal.Moist
Crop 1
Crop 2
an-03
292000
4492.3
4
0.749316923
WWTP
S
0.5
0.3
88000
3700
20000
70.6456
#######
Fescue
1
eb-03
4000
61,538
4
0.010264615
WWTP
S
0.5
0.3
88000
3700
20000
0.96775
#######
Fescue
2
[ar-03
28000
430.77
4
0.071852308
WWTP
S
0.5
0.3
88000
3700
20000
6.77424
#######
Fescue
3
,pr-03
176000
2707.71
3.8
0.429060923
WWTP
S
0.5
0.3
120000
7000
10
32.1023
#######
Fescue
4
.ay-03
496000
7630.8
3.8
1.209171692
WWTP
S
0.5
0.3
120000
7000
10
90.4702
#######
Fescue
15.
in-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
ul-03
608000
9353.8
3.9
1.521216
WWTP
S
0.5
0.3
1800
2600
30
13.31625
#######
Fescue
7
ug-03
0
0
3.9
0
W WTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
ep-03
608000
9353.8
1 3.9
1.521216
WWTP
S
0.5
0.3
1800
2600
30
3.31625
#######
Fescue
9
-ct-03
220000
3384.6
3
0.423415385
WWTP
S
0.5
0.3
29508
508
0.8
7.5832
#######
Fescue
1101
ov-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
1 0.8
0
#######
Fescue
11
ec-03
0
0
3
0
WWTp
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
37415
?'
As
Cd
Cr
Cu
Pb
H
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
lied
anuallbs/acre
0.138632356
0.02743
6.35139
17.6452
0.35143
0.00791
0.13863
0.34136
0.13863
6.0897
330.758
215.176
0
Date
lbs/ac
urrent Cumulative lbs/ac
0.661632356
0.44343
39.3874
139.095
2.91143
0.07091.,;,;;,,.,.�,,<;<,;.
1.63063
1.97136
0.53063
44.2497
'#�''r'.`•-�:;:::;,.,...,
>f'>;:;•,:.;,::::.:.>>::::•;
�'' >'
i::%}i.`•i'•'y::•;;+'::
,•,•.
•>;: ;>:•:
-ior Years Cumulative lbs/ac
0.523
0.416
33.03
121.45
2.56
0.063
1.49 2
1.63
0.392
38.16
rnutted C. PLR ***
36
3 4
6
277
3 8
13
26 7
15
n/a
374
89
24 8
9
«?
.
Luna 1 2n Cro PAN t st/ d p
:.:.......:......................
.:.. :....r ......:......r
F..:.:.v...... :........................
....,. f.......
.....:.... r......
..............
,...............:...................:..
n........:;!
{{: i:•;;8:;nyi''4;•;;•iii\h:,,�.'i•',
::•:
:;i:ii: �
:.v: is i:;•;•}:•::•. :.;
i4{{}'r,:n+. .:;:7<.,h:;2;::.;::2:i>}....
.:
>..,
25 0
rart.fv_ nnrlar npnalty of law- that this document was prepared under my direction
or sunervision in accordance
with a system
;signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
gnificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
a /o q *Application Method: S - Surface, IN - Injection, INC - Incorporation
Signature of Land Applier Date **Volitilization Rate: Surface - 0.5, Inlection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loadinp. Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
+� same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. ie. FSF row # 1 to MFLSF column #.1.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 385.8084
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 65 Acres Permitted: 78.8 Site #: 3 Field #: 6
Residual Analvsis Data (Heavy Metals and Total Phosnhorus use m0ke. % Solids use Raw Percent #):
Sample
or Com-
posite
Date
11
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
5
05/08/03
Jj
05/08/03
11
08/14/03
81
08/14/03
9
08/14/03
LOJ
11/10/03
ill
11/10/03
2
11/10/03
% Solids
4
4
4
3.8
3.8
3.8
3.9
3.9 1
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6.
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
'Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11.
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
i 50
Selenium
10
10
1 10
11
11
11
13
13
13
1 8.1
8.1
`8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Calculated
in lbs/acre):
0
1
2
4
5
6
7
8
9
0
1
12
y
rn
o
0.7493
0.0103
.0719
0.4291
1.2092
0
1.5212
0
1.5212
0.4234
0
0
Arsenic
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0
0.0396
0.0069
0
0
0.1386
Cadmium
0.003
4E-05
0.0003
0.002
0.0056
0
0.0076
0
0.0076
0.0014
0
0
0.0274
Chromium
1.094
0.015
0.1049
0.4977
1.4026
0
1.3082
0
1.3082
0.6267
0
0 ._
6.3574
Copper
3.1471
0.0431
0.3018
1.373
3.8693
0
3.6509
0
3.6509
1.609
0
0
17.645
Lead
0.0554
0.0008
0.0053
0.024
0.0677
0
0.0821
0
0.0821
0.0339
0
0
0.3514
Mercury
0.001
1E-05
IE-04
0.0005
0.0013
0
0.0022
0
0.0022
0.0006
0
0
0.0079
Molyb
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0
0.0396
0.0069
0
0
0.1386
denum
Nickel
0.0405
0.0006
0.0039
1 0.0189
0.0532
0
0.0487
0
0.0487
0.127
0
0
0.3414
Selenium
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0
0.0396
0.0069
0
0
0.1386
Zinc
0.8692
0.0119
0.0833
0.4376
1.2334
0
1.4604
0
IA604
0.5335
0
0
6.0897
Total
Phos- 17.984 02464 1.7245 14.588 41.112 0 1126.26-0 126.26 2.582 0 0 330.76
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for lmowing violations"
............. ...... � ..... �1 E- 4/0
Signature Land Applier Date
'� See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematic lt[i (5/2003)

O� \N A 7TF"q i j Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
°' Division of Water Quality
May 27, 2004
Gary 0. Smith, II
Superintendent, Plants
Public Utilities Dept.
City of Albemarle
P. 0. Box 190
Albemarle, NC 28002-0190
Subject: Acknowledgement of Renewal Application No. WQ0002616
City of Albermarle Long Creek WWTP
Recycle .System - 7
Stanly County
Dear Mr. Smith:
W; DEPT. OF ENVIROXI 1�
AND NATUF AL RESOD ,<\
JUN 0 1 2004
tilt �rr.�;��i(��,
The Non -Discharge Permitting Unit of the Division of Water Quality (Division) acknowledges receipt of
your permit renewal application and supporting materials on May 3, 2004. This application package has
been assigned the number listed above and will be reviewed by J. R. Joshi.
The reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests
your assistance in providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to
final action by the Division. Please also note at this time, processing permit applications can take as long
as 60 - 90 days after receipt of a complete application.
If you have any questions, please contact J. R. Joshi at 919-733-5083, extension 363, or via e-mail at
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will respond
promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,, ,Q
Kim H. Colson, P.E.
Supervisor
cc: Moaresvi �,f3etnal O ice,Wa ret QualitytSectioq;
Permit Application File WQ0002616
Non -Discharge Permitting Unit Internet http://h2o.enr.state.nc.us/ndpu NCDEN17(
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

�%-�/V`7
VWV
4-v
6
W.

DIVISION OF WATER QUALITY
Mooresville Regional Office
MEMORANDUM
TO: Tom Cadwallader
THROUGH: Peggy Finley
FROM: Andrew Pitner
RE: City of Albemarle
Long Creek WWTP
WQ0002616
Land Application of Residuals
Stanly County
ID
L
June 23, 2004
The City of Albermarie wishes to continue land application of residuals on land already permitted and
owned by the City. The permittee's pursuit of a permit for the distribution of Class A residuals has met
with some obstacles but the city landfill is also a viable option for the disposal of sludge. The
application areas labeled as follows:
Designation
Site 1-field 1
Site 2- fields 2,3,4 and 5
Site 3- field 6
U = upgradient well
Location
Monitorinq Well Network
southwest of WWTP MW-1, 2 and 3(u)
.east efVVAAFT-P e� MW-4(u), 5 and 6
gay -landfill- MW- 7, 8 and 9(u)
A site visit was conducted on June 22, 2004. The groundwater monitoring data reveals no significant
groundwater problems at wells 4,5,6,7,8 and 9. Therefore, this office recommends that these
monitoring wells be dropped from the sampling schedule. The permittee should be directed however,
to maintain the security and integrity of those wells. The landfill has its own network of monitoring
wells under the city's DWM permit.
MW-1 has shown TDS concentrations to be consistently above the 2L standard since the initial
sampling report in 1993. During this permit cycle, the value has slowly declined to where, at the April
2004 sampling event, it was reported to be 494 mg/L. An investigation was conducted in 1993. The
MRO hydrogeologist who reviewed the information concluded that the source of the elevated TDS
was the unlined aeration basins nearby. It appears.that no further action was required once it was
established that there were no water supply wells within 1500 feet. The well is located within the 100
-year flood plain and water levels are typically 2 feet or less below the measuring point. It may be
prudent to continue to sample MWs-1,2 and 3 twice a year for TDS and TOC and to measure pH and
water level. In addition, the permittee should be required to verify that a 3-foot separation exists
between water table and land surface prior to each sludge application
This office could find no current maps that delineated the six application fields. It would appear that a
considerable amount of land disturbance has occurred over time at the landfill site, resulting in a shift

of sludge land application areas. Upon issuance of the new permit, the permittee should be required
to submit up-to-date maps that delineate the six fields as well as the required buffers and other
pertinent features.
I assume that the language in these permits has been revised to include the requirement for
submitting a GW-59A.
Should you have any questions, please call me at 704/663-1699 or contact me via email at:
Pesgy.finleYcl�i ncmail.net.
MAF/permit reviews/ Albemarle Long Creek memo

June 23, 2004
DIVISION OF WATER QUALITY
Mooresville Regional Office
MEMORANDUM
TO: Tom Cadwallader
THROUGH: Peggy Finley
FROM: Andrew Pitner oz
RE: City of Albemarle
Long Creek WWTP
WQ0002616
Land Application of Residuals
Stanly County
The City of Albermarle wishes to continue land application of residuals on land already permitted and
owned by the City. The permittee's pursuit of a permit for the distribution of Class A residuals has met
with some obstacles but the city landfill is also a viable option for the disposal of sludge. The
application areas labeled as follows:
Designation
Site 1- field 1
Site 2- fields 2,3,4 and 5
Site 3- field 6
U = upgradient well
Location
southwest of WWTP
7�east of WWTPl
`city landfill tLL
Monitoring Well Network
MWA, 2 and 3(u)
MW-4(u), 5 and 6
MW- 7; 8 and 9(u)
A site visit was conducted on June 22, 2004. The groundwater monitoring data reveals no significant
groundwater problems at wells 4,5,6,7,8 and 9. Therefore, this office recommends that these
monitoring wells be dropped from the sampling schedule. The permittee should be directed however,
to maintain the security and integrity of those wells. The landfill has its own network of monitoring
wells under the city's DWM permit.
MWA has shown TDS concentrations to be consistently above the 2L standard since the initial
sampling report in 1993. During this permit cycle, the value has slowly declined to where, at the April
2004 sampling event, it was reported to be 494 mg/L. An investigation was conducted in 1993. The
MRO hydrogeologist who reviewed the information concluded that the source of the elevated TDS
was the unlined aeration basins nearby. It appears that no further action was required once it was
established that there were no water supply wells within 1500 feet. The well is located within the 100
-year flood plain and water levels are typically 2 feet or less below the measuring point. It may be
prudent to continue to sample MWs-1,2 and 3 twice a year for TDS and TOC and to measure pH and
water level. In addition, the permittee should be required to verify that a 3-foot separation exists
between water table and land surface prior to each sludge application
This office could find no current maps that delineated the six application fields. It would appear that a
considerable amount of land disturbance has occurred over time at the landfill site, resulting in a shift

of sludge land application areas. Upon issuance of the new permit, the permittee should be required
to submit up-to-date maps that delineate the six fields as well as the required buffers and other
pertinent features.
7r
I assume that the language in these permits has been revised to include the requirement for
submitting a GW-59A.
Should you have any questions, please call me at 704/663-1699 or contact me via email at:
Peggv.finley(cr�,ncmail.net.
MAF/permit reviews/ Albemarle Long Creek memo

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
MEMORANDUM
TO: --Andrew Pitner,-Mooresville Regional -Office_
FROM: Tom Cadwallader
SUBJECT: Application for ® Permit Renewal,
❑ New Permit
COMMENTS:
Facility Name: City of Albemarle L 7
County: Stanly
Type of Project: Residuals Land Application
600.)&/6
APPLICABLE PERMIT NOs: WQ03
a4a61
GW0
NC DEPT. OF t=NMDRONMENT
June 2, 2004 AND NATII-k' - �3FSOl1RCES
R 6EiWED
JUiN] 2004
❑ Permit Amendment
ANIMAL WASTE (DWQ)
MOORESMi LE REGI(Y4AL OFFICE
DWQ-GROUNDVVATER SECTION
❑ The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to vour Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME
KNOW.
® The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the application materials for completeness. If you feel additional information is necessary, please
let me know no later than 6/12/2004. A copy of any formal request for additional information
will be forwarded to you.
If you do not need any additional information to complete your review, please provide your final comments
by 6/23/2004. If you request and/or receive additional information, your final comments
are due no later than 14 days after you receive the additional information.
(rev. 10/24/03)

NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
Date: Mav 28, 2004
To: ❑ Forrest Westall, ARO-WQS
Debra Watts, CO-GWS
❑ Paul Rawls, FRO-WQS
® Rex Gleason, MRO-WQS
Copies Sent to CO-GWS: 2
❑ Ken Schuster, RRO-WQS
❑ Jim Mulligan, WaRO-WQS
❑ Rick Shiver, WiRO-WQS
Copies Sent to RO-WQS: 0
❑ Steve Mauney, WSRO-WQS
❑ Distribute 1 Copies to RO-GWS
From: J.R. Joshi , Non -Discharge Permitting Unit
Telephone: [phone] ext. 363
Fax: [phone]
E-Mail: �[e-mail]
-
b: c
c
A. Permit Number: W00002616
=
B. Owner: Citv of Albemarle
C. Facility/Operation: City of Albemarle Residuals Land Application
Projram
❑ Proposed El Existing
❑ Facility ❑ Operation. ='
`
4— c;
D. Application:
Cn —`
G
1. Permit Type: ❑ CS (O&M) ❑ Surface Irrigation
❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon
❑ GW Remediation (ND)
For Residuals: 0 Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ❑9 Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
For RO-WQS:
® Return a Completed Form NDARR. ❑ Attach Attachment B for Certification by the NDPU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-WQS and RO-GWS representatives in order to prepare a complete
Attachment B for certification. Refer to the RPP SOP for additional detail.
For CO-GWS:
® Return a Memorandum with Permit Condition Recommendations.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it to the appropriate Non -Discharge Permitting Unit contact person listed above.
RO-WQS Reviewer:
CO-GWS Reviewer:
eo-D wc)ko►j ! .
FORM: NDARR 09/02 Page 1 !of 1
Date:
Date: ( 04.

Citp of Zffbemacrfe
-.nrtb Carolina
Gary O. Smith, H
Superintendent Plants
Phone: [phone]
Fax: [phone]
April 28, 2004
N. C. DENR/DWQ
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Renewal of Permit WQ0002616
City of Albemarle Long Creek WWTP
Land Application of Residuals
Dear Sir or Madam:
Public Utilities Department
P. O. Box 190
Albemarle, NC 28002-0190
www.ci.albemarle.nc.us
Enclosed is the permit application for the renewal of permit WQ0002616 for the City of Albemarle Long
Creek WWTP Land Application of Residuals.
If you have any questions please do not hesitate to call me at [phone] or email me at
[e-mail].
Sincerely,
'2�� �). 1A
Gary O. Smith, II
City of Albemarle
Public Utilities/Plants Division
RECEIVED
WATER QUALITY SECTION
MAY 0 3 2004
NON -DISCHARGE PERMITTING

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
INSTRUCTIONS FOR FORM: - NDRLAP 02/02
(NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS)
The Division of Water Quality (Division) will not consider this application form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //h2o. enr. state. nc. us/ndpu/
INSTRUCTIONS TO TBE APPLICANT:
A. Application Form:
✓ This application form must be submitted for any permitting action involving a non -dedicated residuals land
application program.
✓ Non -dedicated residuals land application programs are ones in which all land application sites do not meet the criteria
in 15A NCAC 211 .0203 (11)(a) and (b). Specifically, a residuals land application program cannot be designated as
non -dedicated if any of the following is applicable:
♦ Any land application site certified for the residuals land application program that receives residuals at rates or
frequencies greater than agronomically justifiable.
♦ Any land application site certified for the residuals land application program that is used primarily for residuals
disposal alone (i.e., versus crop production).
♦ Any land application site certified for the residuals land application program that is designated as dedicated by the
Division's Director.
✓ Any changes to this application form will result in the application package being returned.
✓ All forms and guidance documents referred to in this application form may be downloaded from the web site at
http://h2o.enr.state.rfc.us/ndpu/.
B. General Information:
✓ The applicant is either the existing Permittee or the entity that is to be responsible for the operation of the residuals
land application program and compliance with the resultant permit. If the applicant is a corporation, ensure that that
applicant's name as listed in Item L 1. corresponds with the name under which the corporation is registered with the NC
Department of the Secretary of State.
✓ The signing official must meet the criteria stipulated in 15A NCAC 211 .0206 (b). An alternate person may be
designated as the signing official, provided that a delegation letter from a person who meets the referenced criteria is
submitted. The delegation letter does not have to be resubmitted if the signing official has not changed since the last
permitting action associated with this residuals land application program.
The submitted fee should be in accordance with the Division's most recently -adopted fee schedule. This fee schedule
as well as a detailed explanation of its application may be downloaded from the web site at:
httpJ/h2o.enr.state.nc.us/ndpu/. Checks are to be made payable to: North Carolina Department of Environment and
Natural Resources (NCDENR).
C. Submission of Application Packages:
✓ Submit one original and three copies of the entire application package, including the cover letter, the completed and
appropriately executed application form, as well as all required attachment forms and supplemental attachments. The
instructions (Pages 1 of 5) do not need to be submitted.
✓ To determine which attachment forms and supplemental attachments are required to make a complete application
package, read the instructions of each attachment form carefully. Application packages should be organized and bound
(i.e., stapled, three-ring binder, etc.) in the following order prior to submission:
♦ Cover letter and application fee.
♦ Attachment Order 1: Non -Dedicated Residuals Land Application Programs (Form NDRLAP).
➢ Attachment Order 1-a: Signing official delegation letter.
♦ Attachment Order 2: Residuals Source Certification Attachment (Form RSCA).
i Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
✓ The application package should be sent to the address at the end of this application form. Do not submit this
application package to any Division regional. office. RECEIVED
MAY 0 3 2004
FORM: NDRLAP 02/02 Pagel of 5 Attachment QQrd
NON -DISCHARGE PERMITI� b

+ State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NON -DEDICATED RESIDUALS LAND APPLICATION PROGRAMS
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION (See Instruction B.):
1. Applicant's name: City of Albemarle
2. Signing official's name and title: Raymond I. Allen — City Manager
3. Complete mailing address of applicant: P. O. Box 1
(to be completed by DWQ)
City: Albemarle State: NC Zip: 28002
Telephone number: ( 704 ) 984-9405 Facsimile number:( 704 ) 984-9406
E-mail address: rallen(@ci.albemarle.nc.us
4. Name and complete mailing address of contact person and/or consulting firm who prepared application:
Gary Smith — Superintendent P. O. Box 190
City: Albemarle State: NC Zip: 28002
Telephone number: ( 704 ) 984-9630 Facsimile number: ( 704 ) 984-9606
E-mail address: garsmith(a-)vnet.net
5. County where residuals land application program is headquartered: Stanly
6. County(ies) where residuals source -generating facilities are located: Stanly
7. County(ies) where land application sites are located: Stanly
8. Fee submitted: $
U. PERMIT INFORMATION:
1. Application is for: ❑ new, ❑ modified, renewed permit (check all that apply).
2. If this application is being submitted to renew or modify an existing permit, provide the following:
the permit number WO0002616
the most recent issuance date November 5, 1999 , and the expiration date Oct. 31, 2004
Date of most -recently certified Attachment A:
Date of most -recently certified Attachment B:
RECEIVED
WATER QUALITY qpr!n'
MAY 0 9 )"A
NON@1SCHARGE PERMITTING
FORM: NDRLAP 02/02 Page 2 of 5 Attachment Order 1

t 11
3. Check all that apply to the requested permit modification:
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for existing residuals
source -generating facility(ies) certified for this residuals land
application program.
❑
ADD
❑
❑
INCREASE
❑
❑
ADD
❑
DELETE residuals source -generating facility(ies) to/from those certified for
this residuals land application program.
DECREASE the net acreage associated with land applications site(s) currently
certified for this residuals land application program.
DELETE land application site(s) to/from those certified for this residuals
land application program.
❑ OTHER. Explain:
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Who will be responsible for the day-to-day management of the residuals land application program:
D-_Pf'ermittee or ❑ residuals management firm. If a residuals management firm, complete the
following:
Firm contact person and title:
Firm name and complete mailing address:
Citv:
Telephone number: (__)
E-mail address:
State:
Facsimile number: (_ )
Zip:
2. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application
program, their certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification
Number
ORC
Gary Smith
City of Albemarle
13597
Back -Up ORC
Doug Morris
City of Albemarle
25005
Additional Back -Up
ORCs
if applicable)
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application
program, provide the candidates' names, affiliations, and an estimated time schedule for each candidate's
completion of the required training school and certification test:
FORM: NDRLAP 02/02
Page 3 of 5
Attachment Order 1

3. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN)
generated by all residuals source -generating facilities as currently certified and proposed for
certification with this application and list the results in the following table:
Maximum amount of residuals to be certified: 900 dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
17.9
16110
Five -Year Maximum Adjusted
b. Land Application Site Use Summary: Summarize information regarding the land application sites as
currently certified and proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
Row Crops
Hay
508.8
Fescue
Pasture
Total:
508.8
Methods
Surface
508.8
Incorporation or
Tn; e- 'nn
Total:
508.8
Restrictions
Year -Round
508.8
Seasonal
Total:
508.8
c. Residuals Land Application Summary: Determine the minimum acreage required to land apply the
residuals as currently certified and proposed for certification assuming the scenarios listed in the
following table:
Assumed
Application Rate
(lbs PAN/ac yr)
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
70
230
150
107
250'
64
FORM: NDRLAP 02/02 Page 4 of 5 Attachment Order 1

4. Identify and provide a plan as well as a schedule to resolve any issues that would prevent all of the residuals
currently certified and proposed for certification to be land applied without exceeding agronomic rates or
violating any of North Carolina's standard permit conditions governing residuals land application programs
(e.g., not enough storage, not enough land, etc.):
Not ADDlicable
Applicant's Certification:
1, Gary O. Smith, H , attest that this application for
City of Albemarle Long Creek Wastewater Treatment Plant has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that the Division of Water Quality may not
conduct a technical review of this program and approval does not constitute a variance to any rules or statutes
unless specifically granted in the permit. Further, any discharge of residuals to surface waters or the land will
result in an immediate enforcement action, which may include civil penalties, injunctive relief, and/or criminal
prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be
violated. I also understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.6B, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty
of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
Signature: �" "l Date: 7 �� Zo. `T
T
THE COMPLETED APPLICATION PACKAGE,
INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
*** END OF FORM NDRLAP 02/02 ***
RE FI\ ED►rI
WAT MAY
NON-0ISCNARGE PERM1iTING
FORM: NDRLAP 02/02 Page 5 of 5 Attachment Order 1

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RESIDUALS SOURCE CERTIFICATION ATTACHMENT
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http: //h2o. enr. state. nc. uslndpul
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form
(Form NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals programs or renewed residuals programs, submit a separate attachment form for each residuals
source -generating facility to be certified for this residuals program.
✓ For modified residuals programs in which any modification to the certified residuals -source generating facilities is
proposed, submit a separate attachment form for only those residuals source -generating facilities that are affected by the
proposed modification.
✓ The attachment should be organized prior to submission in the following order (i.e., by facility):
♦ Attachment Order 2: Residuals Source Certification Attachment (Form RSCA).
➢ Attachment Order 2-a: Vicinity map.
➢ Attachment Order 2-b: Process flow diagram and/or narrative.
➢ Attachment Order 2-c: Quantitative justification for residuals production rate.
➢ Attachment Order 2-d: Sampling plan.
➢ Attachment Order 2-e: Laboratory analytical reports and operational data.
✓ All forms and guidance documents referred to in this attachment form may be downloaded from the web site at
http:Hh2o.enr.state.nc.us/ndpu/.
B. Residuals Source -Generating Facility Information:
✓ Attach a vicinity map that shows the location of the facility and meets all of the criteria in the latest version of the
document entitled "Guidance for the Preparation of Vicinity/Buffer Maps for North Carolina Residuals Permitting
Programs."
✓ Attach a detailed narrative and/or process flow diagram that describes how the residuals are to be generated, treated,
processed, and stored at the facility.
✓ Attach a quantitative justification for the value provided in Item I. 8. Ensure that the amount of residuals listed is the
maximum amount expected to be generated by the facility for the life of the permit. In addition, ensure that this amount
is equivalent to that which is actually to be land applied, distributed, and/or disposed, including any chemicals,
amendments, or other additives that are added to the residuals during processing.
C. Residuals Quality Information:
✓ Attach a detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies sampling
points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition, ensure that
the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and vector
attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as they
are to be land applied, distributed, and/or disposed.
✓ Attach reports for all laboratory analyses used to complete this attachment form. Attach documentation that the facility
complies and/or the residuals comply with any applicable pathogen reduction and vector attraction reduction
requirements. Renewed residuals programs and modified residuals programs are exempt from this requirement as long
as the facility is (i) currently certified for this residuals program; (ii) no changes in the generation, treatment,
processing, and/or storage are proposed; and (iii) a land application/distribution/disposal event has taken place in the
last three years. This exemption will not be allowed unless all three of these criteria are met.
✓ Item IL 3. does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -
municipal, domestic wastewater only.
FORM: RSCA 02/02 Page 1 of 8 Attachment Order 2

t
Applicant's name: City of Albemarle
Check all that apply: ❑ NEW RESIDUALS PROGRAM 9__6NEWED RESIDUALS PROGRAM
❑ INCREASE ❑ DECREASE the maximum permitted annual dry tonnage for this residuals source -
generating facility certified for this residuals program.
Current: 900 and proposed: 900 dry tons per year.
❑ ADD ❑ DELETE this residuals source -generating facility to/from those certified for this
residuals program.
❑ OTHER Explain:
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Name of facility: City of Albemarle Long Creek Wastewater Treatment Plant
2. Facility permit holder: City of Albemarle
Facility permit holder is (check one): ❑ federal, ❑ state, ocal government, or ❑ private.
Facility permit number: W 0002616
Facility permit issued by (check one): iv. of Water Quality, ❑ Div. of Environmental Health, or
❑ other (explain: ).
3. If the facility permit is not issued by the Div. of Water Quality, complete the following:
a. Facility contact person and title:
Facility complete mailing address:
City: State: Zip:
Telephone number: Facsimile number: (_ )
E-mail address:
b. Facility complete location address:
City: State: Zip:
County:
Latitude: and longitude:
4. Purpose of the facility (check one):
treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater, or
(approximate percentages: % industrial and % domestic)
❑ other (explain: ).
5. Is the facility required to have an approved pretreatment program: yes ❑ no.
If yes, please specify whether or not such a pretreatment has been approved: yes ❑ no.
6. Facility permitted/design flow: 16 MGD and facility average daily flow: 10.6 MGD.
7. Maximum amount of residuals to be certified for this facility: 900 dry tons per year.
FORM: RSCA 02/02
Page 2 of 8
Attachment Order 2

8. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: Aerobic Digestion with Thickening
2 Units @ 0.84 MG Volume
Type and volume of residuals storage (i.e., outside of residuals treatment units):
2 Units 0 0.15 MG each and 2 Units (a) 0.60 MG each
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under (check one): 40 CFR Part 503 or ❑ 40 CFR Part 257.
2. Specify if residuals are intended for (check one):
❑ Land Application/Distribution (Class A or Equivalent).
Complete all items EXCEPT Items H. 4b., 4c., 7b., and 7c.
Land Application (Class B or Equivalent).
Complete all items EXCEPT Items H. 4a., 4c., 7a., and 7c.
❑ Surface Disposal.
Complete all items EXCEPT Items H. 4a., 4b., 5., 7a., 7b., and 8.
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non-
hazardous under RCRA:
a. Are the residuals are listed in 40 CFR §261.31-§261.33: ❑ yes io.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
§261.24: ❑ yes no. Fill in the following tables with the results of the latest toxicity
characteristic leaching procedure (TCLP) analysis as well as those for corrosivity, ignitability, and
reactivity: laboratory: Pace Analytical and date of analysis: 04/01/2004
Passed corrosivity test: 9- 'yes ❑ no. pH: s.u. (2 < pH < 12.5).
Passed ignitability test: [ yes ❑ no. Flashpoint: >140 T (> 140T).
Passed reactivity test: yes ❑ no. HCN: <25 mg/kg (<250) & H2S: <50 mg/kg (<500).
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Arsenic
5.0
0.017
Hexachlorobenzene
0.13
<0.013
Barium
100.0
0.065
Hexachloro-1,3-Butadiene
0.5
<0.05
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.3
Cadmium
1.0
0.0012
Lead
5.0
0.012
Carbon Tetrachloride
0.5
<0.01
Lindane
0.4
<0.04
Chlordane
0.03
<0.003
Mercury
0.2
<0.0002
Chlorobenzene
100.0
<0.01
Methoxychlor
10.0
<1
*** TABLE CONTINUES ON NEXT PAGE ***
FORM: RSCA 02/02 Page 3 of 8 Attachment Order 2

*** TABLE CONTINUED FROM PREVIOUS PAGE ***
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
TCLP Parameter
Limit
(mg/L)
Result
(mg/L)
Chloroform
6.0
<0.01
Methyl Ethyl Ketone
200.0
<0.01
Chromium
5.0
0.0021
Nitrobenzene
2.0
<0.2
m-Cresol
200.0
<20
Pentachlorophenol
100.0
<10
o-Cresol
200.0
<20
Pyridine
5.0
<0.5
p-Cresol
200.0
<20
Selenium
1.0
0.008
Cresol
200.0
<20
Silver
5.0
<0.002
2,4-D
10.0
<1
Tetrachloroethylene
0.7
<0.01
1,4-Dichlorobenzene
7.5
<0.75
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.01
Trichloroethylene
0.5
<0.01
1,1-Dichloroethylene
0.7
<0.01
2,4,5-Trichlorophenol
400.0
<40
2,4-Dinitrotoluene
0.13
<0.013
2,4,6-Trichlorophenol
2.0
<0.2
Endrin
0.02
<0.002
2,4,5-TP (Silvex)
1.0
<0.1
Heptachlor and its Hydroxide
0.008
<0.0008
Vinyl Chloride
0.2
<0.01
4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the
residuals do not violate the ceiling concentrations for metals regulated under 40 CFR Part 503 or 40 CFR
Part 257:
a. For Class A or Equivalent. Fill in the following table with the results of the latest analyses (i.e., on a
dry weight basis) for the following metal parameters: laboratory:
and date of analysis:
Parameter Analysis
Required
for Permitting by NC .
if Residuals are
Regulated Under...
Parameter
Ceiling
Concentration
(mg/kg)
Monthly
Average
Concentration
(mg/kg)
Result
(mg/kg)
40 CFR Parts 257 and 503
Arsenic
75
41
40 CFR Parts 257 and 503
Cadmium
85
39
40 CFR Parts 257 and 503
Copper
4,300
1,500
40 CFR Parts 257 and 503
Lead
840
300
40 CFR Parts 257 and 503
Mercury
57
17
40 CFR Parts 257 and 503
Molybdenum
75
n/a
40 CFR Parts 257 and 503
Nickel
420
420
40 CFR Parts 257 and 503
Selenium
100
100
40 CFR Parts 257 and 503
Zinc
7,500
2,800
FORM: RSCA 02/02 Page 4 of 8 Attachment Order 2

b. For Class B or Equivalent: Fill in the following table with the results of the latest analyses (i.e., on a
dry weight basis) for the following metal parameters: laboratory: Pace Analytical
and date of analysis: 11/10/2003
Parameter Analysis Required
for Permitting by N-
J
if Residuals are Regulated Under...
Parameter
Ceiling
Concentr aiifin
(mg/kg)
Result
(mg/kg)
40 CFR Parts 257 and 503
Arsenic
75
<8.1
40 CFR Parts 257 and 503
Cadmium
85
<1.6
40 CFR Parts 257 and 503
Copper
4,300
1900
40 CFR Parts 257 and 503
Lead
840
40
40 CFR Parts 257 and 503
Mercury
57
0.74
40 CFR Parts 257 and 503
Molybdenum
75
<8.1
40 CFR Parts 257 and 503
Nickel
420
150
40 CFR Parts 257 and 503
Selenium
100
<8.1
40 CFR Parts 257 and 503
Zinc
7,500
630
c. For Surface Disposal: Fill in the following table with the results of the latest analyses (i.e., on a dry
weight basis) for the following metal parameters: laboratory:
and date of analysis:
Parameter Analysis Required
for Permitting by NC
if Residuals are Regulated Under...
Closest Distance
to Property Lines
(meters)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
40 CFR Parts 257 and 503
> 0 but < 25
30
200
210
40 CFR Parts 257 and 503
> 25 but < 50
34
220
240
40 CFR Parts 257 and 503
> 50 but < 75
39
260
270
40 CFR Parts 257 and 503
> 75 but < 100
46
300
320
40 CFR Parts 257 and 503
> 100 but < 125
53
360
390
40 CFR Parts 257 and 503
> 125 but < 150
62
450
420
40 CFR Parts 257 and 503
> 150
73
600
420
FORM: RSCA 02/02 Page 5 of 8 Attachment Order 2

T
5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 3.0 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the
following nutrient and micronutrient parameters: laboratory: Pace Analytical
and date of analysis: 11/10/2003
Parameter
Result
(mg/kg)
Aluminum
31000
Ammonia -Nitrogen
508
Calcium
21000
Magnesium
4700
Nitrate -Nitrite Nitrogen
<0.8
pH
6.9
Phosphorus
3049
Potassium
2300
Sodium
2000
Total Kjeldahl Nitrogen
29508
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 7.3
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the
residuals: 30 %. This rate is a default value or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or
provide technical justification as to why the selected default value is appropriate to be applied to these
residuals: Literature value for waste of this type
Calculate the PAN for the residuals (i.e., on a dry weight basis) and list the results in the following
table:
Application Method
First Year
Five -Year
PAN
Maximum Adjusted
PAN
(mg/kg)
(mg/kg)
Surface
8954.8
Injection/Incorporation
e. Are the residuals are a registered fertilizer with the NC Department of Agriculture and Consumer
Services: ❑ yes no. If yes, provide date of registration approval:
the current registration number: ®l F-WED
and the fertilizer equivalent: %, %, and %, WATER QUALITY SEC i1U1\'
MAY 0 3 2004
FORM: RSCA 02/02 Page 6 of 8 Attachment Order 2
NON -DISCHARGE pERMITTING

6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the
residuals and list the results of the latest analyses :
7. Pathogen Reduction Determination: Specify which alternative(s) will be used to meet the pathogen
reduction requirements:
a. For Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry
solids.
OR
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry
solids.
AND one of the following (except for residuals regulated under 40 CFR Part 257 that are to be distributed):
❑ Alternative 1 [40 CFR §503.32 (a)(3)] - Time/Temperature Compliance.
❑ Alternative 2 [40 CFR §503.32 (a)(4)] - Alkaline Treatment.
❑ Alternative 3 [40 CFR §503.32 (a)(5)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [40 CFR §503.32 (a)(6)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [40 CFR §503.32 (a)(7)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment, ❑ pasteurization,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation, or ❑ gamma ray irradiation.
❑ Alternative 6 [40 CFR §503.32 (a)(8)] - PFRP-Equivalent Process.
Explain:
b. For Class B or Equivalent:
Alternative 1 [40 CFR §503.32 (b)(2)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [40 CFR §503.32 (b)(3)] - Process to Significantly Reduce Pathogens (PFRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
❑ Alternative 3 [40 CFR §503.32 (b)(4)] - PSRP-Equivalent Process.
Explain:
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
c. For Surface Disposal:
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
❑ Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item H. 7b. above.
❑ Not Applicable - Regulated under 40 CFR Part 257 with NO Domestic Wastewater Contribution.
FORM: RSCA 02/02 Page 7 of 8 Attachment Order 2

I t
8. Vector Attraction Reduction Determination: Specify which alternative(s) will be used to meet the vector
attraction reduction requirements:
❑ Alternative 1 [40 CFR §503.33 (b)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alter 've 2 [40 CFR §503.33 (b)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [40 CFR §503.33 (b)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [40 CFR §503.33 (b)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [40 CFR §503.33 (b)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [40 CFR §503.33 (b)(6)] - Alkaline Stabilization.
❑ Alternative 7 [40 CFR §503.33 (b)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [40 CFR §503.33 (b)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [40 CFR §503.33 (b)(9)] - Injection.
❑ Alternative 10 [40 CFR §503.33 (b)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only [40 CFR §503.33 (b)(11)] - Soil/Other Material Cover.
❑ Alternatives for Animal Processing Residuals Only:
Specify one: ❑ injection, ❑ incorporation, or ❑ lime addition to raise pH to 10.
❑ Not Applicable - Non -Animal Processing Residuals Regulated under 40 CFR Part 257 with NO
Domestic
Wastewater Contribution.
*** END OF FORM RSCA 02/02 ***
FORM: RSCA 02/02 Page 8 of 8 Attachment Order 2

CD
c) -3 25't
!hAFHP- Point
Rethe'da
g
c
S
S39
%
"D
e
Mobile .6
Park
Mobile Hor--
— I - . - -- 52-2
Pit' -
T,
A,
T
J�
k.
%
`77 —7-
Old Freedarri—i
4
491
C M' ein
Ni
Latitude:
350' 23'46"
Loncr0itude:
800 1 F 55"
USGS Quad #:.
Ft 8S -
River Basin #:
03-17-13
Receivino, Stream: Long Creek
Stream Class:
C
Lono, Creek WWTP
NCO024244
Stanly County

I
Bar
Influent Screen
Schematic of 6 MGD
Wastewater
Flow
Grit Chamber
Pump Station
Distributed to the
Public
Primary
Clarifiers
Centrifuge and
Sludge Dryer
Trickling
Filters
Sludge
Storage
Aerobic
Digesters
I Flow I
Land
Application
Waste
Sludge
Return
Sludge
Screw
Pumps
Waste
Sludge
Pumps
Screw
Pumps
Flow
Screw
Pumps
Extended
Aeration
Basins
Secondary
Clarifiers
Tertiary
Sand
Filters
Backwash
11111RUJOR
Chlorine I I Effluent
Contact
Basin
City of Albemarle Long Creek WWTP

2-b. The sludge that is generated by the City of Albemarle is treated in the following
manner:
All of the sludge both primary and secondary has already been treated by
e� ended aeration before ;< is pumped to (2) two aerobic digesters (0.04 MG
each). The sludge is aerated in these digestors. The sludge is then gravity
thickened to 3-6% solids. The sludge is then stored in (4) four storage tanks, two
of the tanks have a capacity of 0.15 MG each and two have the capacity of 0.60
MG each.
All of the sludge stays in these storage tanks until it is land applied.
2-c. The City of Albemarle feels that 900 dry tons should be adequate for the life of
this future permit. The City of Albemarle has installed. a sludge dryer, which will
generate Class A sludge. The City is awaiting word on a submitted application
for a Distribution and Marketing permit. This process will cause a significant
reduction (20% - 40%) on the amount of residuals applied to land application
sites.
2-d. Sampling is conducted quarterly per the existing permit from samples obtained
from the sludge storage basin. TCLP monitoring is conducted annually.

91
Pace Analytical Services, Inc.
980019ncey/lvenue, Suite 100
� Anal � ticalp Huntersville, NC 28078
.! Phone. [phone]
www.pacelabs.com Fax: [phone]
Lab Project Number: 9263796
Client Project ID: Sludge 04/01/04
bona results are reported on a wet weight basis
Lab Sample No: 924057102
Project Sample Number: 9263796-001
Date Collected: 04/01/04 07:05
Client Sample ID: SLUDGE
Matrix: Soil
Date Received: 04/01/04 11:10
Parameters
Results
Units Report Limit Analyzed ' By
CAS No. Qual ReaLmt
Wet Chemistry
Flash Point, Closed Cup
Method: EPA
1010
Flash Point
>140
04/22/04 17:00 EWS
PH
Method: EPA
9045
PH
6.80
units 04/13/04 DDS
1
Date: 04/22/04
............................................................................... .
REPORT OF LABORATORY ANALYSIS
RRa E} V ED���
WATE ..�
MAY t.I ? vnfl .
NONVSCHARGEPERM11b �f 4
Asheville Certification IN This report shall not be reproduced, except in full, Charlotte Certification IN
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinking Water 37712 is NC Drinking Water 37706
on r. ..._ _�__�� nnnnn 4Ep,. Rpm

Ce-Ana-1 dbal ti
/ ,�'
11
~New Orleans Laboratory
i
Client ID: SLUDGE
Project: City of Albemarle
Lab ID: 924057102
Description: None
#Y"s?'f,�rctl$C3'iC2{f3"�'iC�.y.') .`::ktY+"rB•,s,+.^,3 fx;��.
Report of Laboratory Analysis , ,;F3,u
www.pacclabs.com
Client: PACE CHARLOTTE
Site: None
Project No.: 2030724
Matrix: Soil %Moisture: Not Corrected
Collected: 04/01/04 Received: 04/0104
Reporting Reg.
ParameterName Method Batch DF Result Qu Units Limit Prep. Analysis Limit
Reactive Cyanide SW 7.3.3.2 40570 1 ND C3 mg/kg 25.0 07-Apr-04 07-Apr-04 16:02MF M
Reactive Sulfide SW 73.4.2 40562 1 ND C3 mgtkg 50.0 07-Apr-04 07 Apr-04 15:00 UL
Z panmeter(s) reported
ND denotes Not Detected at orabove the adiosted reportbr¢runit
DFdeaotesDOutionFectorofilnal sumple. FFdmohssamplePmp Factorwldcbaeeountzforaom-mutinesampksiw.
Reportingli nit is corrected forsample sizq ddndon and mniAare contort ifapplicebh
Qu lists quaLfiem Spesifm gtaLOers am defined at the end of Iberepod-
For molshtre results, wet denotes remit is not corrected for mabture and We denotes not applicable.
(la) pR less than LO or greater thno 12.5 is hazardous forcorms:vity.
(1b) Fbrsh point less than 140 degrees F is hazardom for iguiti6i0ty-
0 c) Reactive cyanide above 250 ppm is hazardous for reactivity.
(Id) Reactive sulllde above 500 ppm is haardotn for reactivity.
Ethylene Is o common synonym for the IUPAC standard ethane In a0 compounds with this Found anal group.
methyl ethyl keytone is a synonym for 2-butamme
o,m,p•cresol are synonyms for 2A4-mcthylphenol, respectively.
Nesachlorobutodime Is hesachloro-1,3-buladime
Page 3 of 5
............ —.................................................... .......................�
irriory lestiarmtims
shoes Dept of Heahh artd Hasphak (EL ,Ioldng Water LA 030013
des Dept of Heahhfilazardo� Wasm _ tr�f595
as Dept of Heaph S EavirtmmotlELWHIN -E-102W
IP IHEL.APRINZI0 -M Wes
- CatODed Puerto Him Ctamid
Dept ofAgriattum Animal L Plant Health Inspection Services -
[go Soil Import (U.S. Teadtodes)
..........................................................................................

laceAnalytical
www.pacelabs.co n
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone., 704.875.9092
Lab Project Number: 9249076 Fax [phone]
Client Project ID: Inf/Eff/WWWAeration Basin
Lab Sample No: 923245666 Project Sample Number: 9249076-008 Date Collected: 08/14/03 07:25
Client Sample ID: WWTP SLUDGE-TCLP Matrix: Soil Date Received: 08/14/03 12:00
Parameters
Results
.Units
Report Limit
Analyzed
By
CAS No. Qual R2gLmt
GC Semivolatiles
Pesticides, TCLP Leachate
Prep/Method:
EPA 3510 /
EPA 8081
gamma-BHC (Lindane)
NO
mg/l
0.040
08/19/03
18:54
CBE
58-89-9
Chlordane (Technical)
ND
mg/l
0.0030
08/19/03
18:54
CBE
57-74-9
Endrin
ND
mg/l
0.0020
08/19/03
18:54
CBE
72-20-8
Heptachlor
NO
mg/1
0.00080
08/19/03
18:54
CBE
76-44-8
Heptachlor epoxide
ND
mg/l
0.00050
08/19/03
18:54
CBE
1024-57-3
Methoxychlor
ND
mg/l
1.0
08/19/03
18:54
CBE
72-43-5
Toxaphene
ND
mg/l
0.050
08/19/03
18:54
CBE
8001.35-2
Tetrachloro-m-xylene (S)
89
%
08/19/03
18:54
CBE
877.09-8
Decachlorobiphenyl (S)
75
X
08/19/03
18:54
CBE
2051-24-3
Date Extracted
08/28/03
08/18/03
Acid Herbicides, TCLP Leachate Prep/Method: EPA 3510 / EPA 8151
2.4-D
NO
mg/l
1.0
08/20/03
02:28 CBE
94-75-7
2,4,5-TP (Silvex)
NO
mg/l
0.10
08/20/03
02:28 CBE
93-72-1
2.4-DCPA (S)
53
X
08/20/03
02:28 CBE
19719-28-9
Date Extracted
08/18/03
08/18/03
GUMS Volatiles
Volatile Organics. TCLP Leach.
Method: EPA
8260
Benzene
ND
mg/l
0.010
08/26/03
17:09 RWS
71-43-2
2-Butanone (MEK)
NO
mg/1.
0.010
08/26/03
17:09 RWS
78-93-3
Carbon tetrachloride
NO
mg/l
0.010
08/26/03
17:09 RWS
56-23-5
Chlorobenzene
ND
mg/l
0.010
08/26/03
17:09 RWS
108-90.7
Chloroform
NO
mg/l
0.010
08/26/03
17:09 RWS
67-66.3
1,2-Dichloroethane
NO
mg/l
0.010
08/26/03
17:09 RWS
107-06-2
1.1-Dichloroethene
NO
mg/l
0.010
08/26/03
17:09 RWS
75-35-4
Tetrachloroethene
NO
mg/l
0.010
08/26/03
17:09 RWS
127-18-4
Trichloroethene
NO
mg/l
0.010
08/26/03
17:09 RWS
79-01-6
Vinyl chloride
NO
mg/l
0.010
08/26/03
17:09 RWS
75-01.4
Toluene -dB (S)
96
%
08/26/03
17:09 RWS
2037-26.5
4-Bromofluorobenzene (S)
73
%
08/26/03
17:09 RWS
460-00-4
Dibromofluoromethane (S)
100
%
08/26/03
17:09 RWS
1868-53.7
1.2-Dichloroethane-d4 (S)
88
%
08/26/03
17:09 RWS
17060-07-0
Date: 09/12/03
Asheville Certification IDs
NC Wastewater 40
NC Drinking Water 37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.
fp ACCOga'
2
Page: 10 of 45
Charlotte Certification IDs
NC Wastewater 12
NC Drinking Water 37706

� ace Analytical
www pacelahs.com
Lab Sample No: 923245666
Client Sample ID: WWTP SLUDGE-TCLP
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Lab Project Number: 9249076 Fax.[phone]
Client Project ID: Inf/Eff/WWTP/Aeration Basin
Project Sample Number: 9249076-008 Date Collected: 08/W03 07:25
Matrix: Soil Date Received: 08/W03 12:00
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual Re4Lmt
Metals
Trace ICP Metals, TCLP Leach.
Prep/Method:
EPA 3010 /
EPA 6010
Arsenic
0.017
mg/l
0.0050
08/28/03
20:55
LBG
7440.38-2
Barium
0.065
mg/l
0.0050
08/28/03
20:55
LBG
7440-39-3
Cadmium
0.0012
mg/l
0.0010
08/28/03
20:55
LBG
7440-43-9
Chromium
0.0021
mg/l
0.0020
08/2B/03
20:55
LBG
7440-47-3
Lead
0.012
mg/1
0.0050
08/28/03
20:55
LBG
7439-92-1
Selenium
0.0080
mg/l
0.0050
08/28/03
20:55
LBG
7782-49-2
Silver
NO
mg/l
0.0020
08/28/03
20:55
LBG
7440-22-4
Date Digested
08/27/03
08/27/03
Mercury, CVAAS, TCLP Leachate
Method: EPA
7470
Date Digested
08/26/03
08/26/03
Mercury. CVAAS, TCLP Leachate
Method: EPA
7470
Mercury
NO
mg/l
0.00020
08/27/03
LBG
7439-97-6
GUMS Semivolatiles
Semivolatile Organics, TCLP
Prep/Method:
EPA 3510 /
EPA 8270
1.4-Dichlorobenzene
NO
mg/l
0.75
08/18/03
13:50
BET
106-46.7
2.4-Dinitrotoluene
NO
mg/l
0.013
08/18/03
13:50
BET
121-14-2
Hexachloro-1.3-butadiene
NO
mg/l.
0.050
08/18/03
13:50
BET
87-68-3
Hexachlorobenzene
NO
mg/l
0.013
08/18/03
13:50
BET
118-74-1
Hexachloroethane
NO
mg/l
0.30
08/18/03
13:50
BET
67-72-1
2-Methylphenol (o-Cresol)
ND
mg/l
20.
08/18/03
13:50
BET
95-48-7
3&4-Methylphenol
NO
mg/l
20.
08/18/03
13:50
BET
Nitrobenzene
NO
mg/l
0.20
08/18/03
13:50
BET
98-95-3
Pentachlorophenol
ND
mg/l
10.
08/18/03
13:50
BET
87-86-5
Pyridine
ND
mg/l
0.50
08/18/03
13:50
BET
110-86-1
2.4,5-Trichlorophenol
NO
mg/1
40.
08/18/03
13:50
BET
95.95-4
2.4,6-Trichlorophenol
NO
mg/l
0.20
08/18/03
13:50
BET
88-06-2
Nitrobenzene-d5 (S)
70
%
08/18/03
13:50
BET
4165-60-0
2-Fluorobiphenyl (S)
76
X
08/18/03
13:50
BET
321.60.8
Terphenyl-d14 (S)
92
%
08/18/03
13:50
BET
1718-61.0
Phenol-d5 (S)
30
%
08/18/03
13:50
BET
4165.62-2
2-Fluorophenol (S)
4.1
%
08/18/03
13:50
BET
367-12-4
2.4.6-Tribromophenol (S)
86
%
08/16/03
13:50
BET
Date Extracted
08/17/03
08/17/03
Date: 09/12/03 Page: 9 of 45
REPORT OF LABORATORY ANALYSIS
Asheville Certification IN This report shall not be reproduced, except in full, Charlotte Certification IN
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinking Water 37712 o ACCAq . NC Drinking Water 37706

ace Analytical
www.pacelabs.com
Lab Sample No: 923524870
Client Sample ID: SLUDGE -METALS
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Huntersville, NC 28078
Phone: [phone]
Lab Project Number: 9253705 fax:[phone]
Client Project ID: Influent/Effluent
Project Sample Number: 9253705-007 Date Collected: 11/10/03 10:53
Matrix: Soil Date Received: 11/12/03 10:53
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual Re4Lmt
Metals
Metals. Trace ICP
Prep/Method:
EPA 3050 /
EPA 6010
Aluminum
31000
mg/kg
160
11/18/03
14:41 LBG
7429-90-5
Arsenic
ND
mg/kg
8.1
11/18/03
14:41 LBG
7440-38-2
Cadmium
ND
mg/kg
1.6
11/18/03
14:41 LBG
7440-43-9
Calcium
21000
mg/kg
160
11/18/03
14:41 LBG
7440-70-2
Chromium
740
mg/kg
3.3
11/18/03
14:41 LBG
7440-47-3
Copper
1900
mg/kg
3.3
11/18/03
14:41 LBG
7440-50-8
Lead
40.
mg/kg
8.1
11/18/03
14:41 LBG
7439.92-1
Magnesium
4700
mg/kg
160
11/18/03
14:41 LBG
7439-95-4
Molybdenum
ND
mg/kg
8.1
11/18/03
14:41 LBG
7439-98-7
Nickel
150
mg/kg
8.1
11/18/03
14:41 LBG
7440-02-0
Potassium
2300
mg/kg
1600
11/18/03
14:41 LBG
7440-09-7
Selenium
ND
mg/kg
8.1
11/18/03
14:41 LBG
7782-49-2
Silver
54.
mg/kg
3.3
11/18/03
14:41 LBG
7440-22-4
Sodium
2000
mg/kg
1600
11/18/03
14:41 LBG
7440-23-5
Zinc
630
mg/kg
16;
11/18/03
14:41 LBG
7440-66-6
Date Digested
11/14/03
11/14/03
Mercury, CVAAS, in Soil
Method: EPA
7471
Mercury
0.74
mg/kg
0.074
11/13/03
LBG
7439-97-6
Wet Chemistry
Percent Moisture
Method: % Moisture
Percent Moisture
93.9
%
11/18/03
09:29 SWB
Date: 12/04/03
REPORT OF LABORATORY ANALYSIS
Asheville Certification IN This report shall not be reproduced, except in full,
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc.
mi, nrinkinn Watar Q7710 - ••
Page: 7 of 21
Charlotte Certification IN
NC Wastewater 12

Pace Analytical Services, Inc.
//{{ ® 9800lanceyAvenue, Suite 100
�l9sialytrCal Huntersville, NC 28078
J' ` Phone. [phone]
www.pacelahs.com Fax: [phone]
Lab Project Number: 9253705
Client Project ID: Influent/Effluent
Lab Sample No: 923508774
Project Sample
Number: 9253705-006
Date Collected: 11/06/03 07:15
Client Sample ID: SLUDGE
Matrix: Water
Date Received: 11/06/03 11:50
Parameters
Results
Units
Report Limit
Analyzed
By
CAS No. Qual RegLmt
Wet Chemistry
Total Solids
Method:
EPA
160.3
Total Solids
30000
mg/l
10.
11/10/03
KHJ
Ammonia
Method:
EPA
350.1
Nitrogen, Ammonia
31.
mg/l
0.10
11/27/03
BKS
7727-37-9
Total Kjeldahl Nitrogen
Method:
EPA
351.2
Nitrogen, Kjeldahl, Total
1800
mg/l
0.10
12/03/03
BKS
Nitrogen, Nitrate/Nitrite
Method:
EPA
353.2
Nitrate -Nitrite (as N)
ND
mg/l
0.050
11/08/03
SHB
7727-37-9
Phosphorus, Total.
Method:
EPA
365.2
Phosphorus
186.
mg/l
0.100
11/14/03
LTH
7723-14-0
REc uEV E�io�l
CATER
2004
Date: 12/04/03
NON-D�SCHARG��R1�'��
REPORT OF LABORATORY ANALYSIS
Asheville Certification IN This report shall not be reproduced, except in full, Charlotte Certification IN
NC Wastewater 40 without the written consent of Pace Analytical Services, Inc. NC Wastewater 12
NC Drinkino Water 37712 u ACCa. KIP rlrinbinn UIln+nr -nrma

City of Albemarle WWTP Sludge Fecal Coliform & Vector Reduction Data
Conducted by City of Albemarle Wastewater Laboratory
Date
Colony Count
ml sample
% solids
CFU/g
Statistics (CFU/g)
3/10/03
< 1
0.001
4.0
< 2.50E+04
Minimum 2.50E+04
Geo. Mean 4.00E+04
Maximum 4.55E+05
3/11/03
< 1
0.001
4.0
< 2.50E+04
3/12/03
< 1
0.001
4.0
< 2.50E+04
3/13/03
1
0.001
4.0
2.50E+04
3/14/03
< 1
0.001
4.0
< 2.50E+04
3/17103
2
0.0001
4.4
4.55E+05
3118/03
1
0.001
2.7
3.70E+04
5/05103
< 1
0.001
4.0
< 2.50E+04
Minimum 2.50E+04
Geo. Mean 2.77E+04
Maximum 2.94E+04
5/06/03
< 1
0.001
3.7
< 2.70E+04
5/07/03
1
0.001
3.4
2.94E+04
5/08103
< 1
0.001
3A
< 2.94E+04
5/09/03
< 1
0.001
3.8
< 2.63E+04
5/12/03
< 1
0.001
3.5
< 2.86E+04
5/13/03
1
0.001
3.5
2.86E+04
8/11/03
< 1
0.001
4.3
< 2.33E+04
Minimum 1.67E+04
Geo. Mean 2.70E+04
Maximum 6.67E+04
8/12/03
3
0.001
4.5
6.67E+04
8/13/03
1
0.001
3.7
2.70E+04
8/14103
2
0.001
4.0
5.00E+04
8/15/03
1
0.001
5.8
1.72E+04
8/18/03
1
0.001
5.7
1.75E+04
8/19103
< 1
0.001
6.0
< 1.67E+04
111031031
2
0.001
4.4
4.55E+04
Minimum 2.33E+04
Geo. Mean 3.79E+04
Maximum 9.38E+04
11/04/031
3
0.001
3.2
9.38E+04
11/05103
< 1
0.001
4.0
< 2.50E+04
11106/031
3
0.001
5.7
5.26E+04
11/07/03
1
0.001
3.6
2.78E+04
11/10/03
< 1
0.001
3.2
< 3.13E+04
11/11/03
< 1
0.001
4.3
< 2.33E+04
30 day Aerobic Bench Scale Digestion for Vector Reduction
Start Date
% Vol. Sol.
Finish
% Vol. Sol.
03/11/03
68.2
04/10/03
64.7
05/06/03
69.3
06/05/03
63
08/12/03
63.2
09/11/03
61
11 /04/03
62.7
12/04/03
60.2
% Volatile Solids Reduction
3.5%
6.3%
2.2%
2.5%

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
LAND APPLICATION SITE CERTIFICATION ATTACHMENT
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
The Division of Water Quality (Division) will not consider this attachment form to be complete unless
all the instructions are followed. Failure to follow the instructions or to submit all of the required
items will lead to additional application processing and review time.
For more information or for an electronic version of this form, visit our web site at:
http://h2o. enr.state.nc. uslndpul
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ Do not submit this attachment form for review without a corresponding residuals program application form
(Form NDRLAP).
✓ Any changes to this attachment form will result in the application package being returned.
✓ For new residuals land application programs or renewed residuals land application programs, submit the requested
information for all land application sites to be certified for this residuals land application program.
✓ For modified residuals land application programs in which any new/transferred land application sites or modification to
the certified land application sites are proposed, submit the requested information for only those land application sites
that are new/transferred or affected by the proposed modification.
✓ All forms and guidance documents referred to in this attachment form may be downloaded from the web site at
httrd/h2o.enr.state.nc.us/ndpu/.
B. Land Application Site Information:
✓ Additional copies of Page 2 of 2 of this attachment form may be used if necessary.
✓ The status of the land application site with respect to this residuals land application program must be provided in the
table in Item L 1. The status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified M ♦ Transferred (T)
✓ If this is the first time that an application package is being submitted using Form NDRLAP, then a Watershed
Classification Attachment for Residuals Programs (Form RWSCA) must be completed for all existing land application
sites.
✓ For each land application site with a status code of N, attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
➢ Attachment Order 3-a: Watershed Classification Attachment for Residuals Programs (Form RWSCA).
➢ Attachment Order 3-b: County Manager Notification Attachment (Form CMNA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (Form LOAA).
■ Attachment Order 3-d: Buffer Waiver Agreement Attachment (Form BWAA).
■ Attachment Order 3-e: An updated vicinity/buffer map that meets all of the criteria in the latest version of
the document entitled "Guidance for the Preparation of VicinityBuffer Maps for North Carolina
Residuals Permitting Programs."
■ Attachment Order 3-f A soils and agronomic evaluation that meets all of the criteria in the latest version
of the document entitled "Guidance for the Preparation of Soils and Agronomic Evaluations for North
Carolina Residuals Permitting Programs."
✓ For each land application site with a status code of IL attach the following in the order specified:
♦ Attachment Order 3: Land Application Site Certification Attachment (Form LASCA).
➢ By Land Application Site:
■ Attachment Order 3-c: Landowner Agreement Attachment (Form LOAA).
■ Attachment Order 3-d: Buffer Waiver Agreement Attachment (Form B WAA)..
■ Attachment Order 3-e: An updated vicinity/buffer map (i.e., see above for criteria guidance).
■ Attachment Order 3-2: An updated accounting of the land application site's cumulative pollutant loading
rates (CPLRs) that are required by the permit of the residuals land application program from which the
site is being transferred.
✓ For each land application site with a status code of M contact the appropriate Division's regional office to determine
attachment requirements.
✓ For each land application site with a status code of T, attach the following in the order specified: .
♦ Attachment Order 3 through 3-f Everything required for land application sites with a status code of N.
Attachment Order 3-2: An updated accounting of the CPLRs (i.e., see above for criteria guidance).
FORM: LASCA 02/02 Page 1 of 2 Attachment Order 3

Applicant's name: _ City of Albemarle
Check all that apply: ❑ NEW RESIDUALS LAND APPLICATION PROGRAM [RENEWED RESIDUALS LAND APPLICATION PROGRAM
❑ ADD ❑ DELETE this/these land application site(s) to/from those certified for this residuals land application program.
❑ INCREASE ❑ DECREASE the net acreage associated with this/these land application site(s) currently certified for this
residuals land application program.
❑ OTHER Explain:
Land application sites currently certified: 508.8 net acres and proposed for certification: 508.8 net acres. Total to be certified: 508.8 net
acres.
Approximate percentages: % forested, 100 % agricultural, and % reclamation sites.
I. LAND APPLICATION SITE INFORMATION (See Instruction B.):
1. Complete the following table with the requested information:
Status
Code
Site/Field
ID
Landowner(s)
Lessee(s) or Operator(s)
County
Net
Acres
Predominant
Soil Series
Soil
CEC
R
1
City of Albemarle
City of Albemarle
Stanly
130.0
9.7
R
1
City of Albemarle
City of Albemarle
Stanly
300.0
22.6-7.8
R
1
City of Albemarle
City of Albemarle
Stanly
78.8
9.0
FORM: LASCA 02/02 Page 2 of 2 Attachment Order 3

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'ti c SITE. -" 3 bs '� fir•: > ` - t5 .
_ _ _� rr •�a:j=` mot_ _: ':� ti,'g._'
-i �Llnion Grove
-� LANDFILL SITE
-
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Creek—
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.c.t-
`► ports_{.�� LOCATION MAP
' Tom--
.5 LAND RECLAMATION AND
SLUDGE DISPOSAL SITES-
AL.rIVLic RQUA DR ANGL_ f _ - r CITY Y OF ALBEMARLE , N.-C.
NOR T H CAROLINA
i 15 iili 1!!T= Sc81ES (i OPO.rrRAPEi1C) O �_ -_ ! 'Cal

Stanly County
WQ0002616/G,194111
-�v
!4
e-1 •711e�-N;JN. A-Z,
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0
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ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOIL WHEN NOT APPLICABLE. '
Facility Name: Long Creek WWTP Permit #: WQ0002616
)wner: City of Albemarle Operator: Gary Smith
ite #: 1 Field #: 1 Acres Utilized: 19
Annual Dry Tons Applied: 172.42116
Cation Exchange Capacity (non 503):
Acres Permitted: 130
a
o
S eci
Totals
Per
Acre
o
/o
Solids
Dry Tons Per
Acre
Residual
Sources
(Summarize)
Site
Cond.
Dr y'
Wet,
Most
Inches
Precip.
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or: Crop
p 2
Gal.
Cu.Yd.
>:' Report
0 Ttals
<` in Gal.
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
eb-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
:ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
3
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
4
ay-03
148000
7789.5
3.8
1.23432
WWTP
S
0.5
0.3
120000
7000
10
92.3518
#######1
Fescue
5
m-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
al-03
396000
20842
3.9
3.389551579
WWTP
S
0.5
0.3
1 1800
2600
30
7.38922
#######
Fescue
17
ag-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
-p-03
520000
27368
3.9
4.450926316
WWTP
S
0.5
0.3
1800
2600
30
9,70302
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
10
ov-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
11
ec-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
56000
< <
As
Cd
Cr
Cu
Pb
PI
Mo
Ni
5e
Zn
P
PAN 1
PAN 2
Lime Applied
nnual lbs/acre
0.231007465
0.04488
8,17462
22.767
0.49251
0,01262
0.231010.30521
0.23101
8.78587
692.727
109,444
0
Date
lbs/ac
`' >
arrent Cumulative lbs/ac
0.651007465
1.33588
191.435
374.667
9.43251
0.05662
0.6790115.27521
0.66301
135.776
126.99
24 98
..2 ,.0 .
7orYeYears Cumulative lbs/ac0.42
1291
183.26 2 6
351.9
8.94
0.044
0,448
4.97 1
0.432
3
;rnutted C. P. L . R *
36
34
2677
3 1 3$
267
15
n/a
374
7
89
rani Lu t PAN ni 1 n t t/2 d Cr s o p
5
certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system
;signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
*Application Method: S - Surface, IN - Injection, INC - Incorporation
Sfgfiature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column 01.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 172.42116
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: -19 Acres Permitted: 130 Site #: 1 Field #: 1
Residual Analvsis Data (Heavv Metals and 'Total Phosnhorus use mo/kg. % Solids uee Raw Percent #l:
Sample
or Com-
posite
Date
1
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
5
05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
0
11/10/03
11
11/10/03
12
11/10/03
%Solids
4
4
4
3.8
3.8
3.8
3.9
3.9
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
21 00
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
1 37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17006
41500
41500
41500
3049
3049
3049
Annual
Heavy mietal r'ield Loaaings
(ualculatea
in ins/acre):
0
�ij
2
131
4 J
51
6
7
jj
10111
2
tperl
d
_§j
o
�
mv
y
0
o
0
0
0
0
1.2343
0
3.3896
0
4.4509
0
0
0
Arsenic
0
0
0
0
0.0272
0
0.0881
0
0.1157
0
0
0
0.231
Cadmium
0
0
0
0
0.0057
0
0.0169
0
0.0223
0
0
0
0.0449
Chromiun
0
0
0
0
1.4318
0
2.915
0
13.8278
0
0
0
8.1746
Copper
0
0
0
0
3.94981
0
8.1349
0
10.682
0
0
0
22.767
Lead
0
0
0
0
0.0691
0
0.183
0
0.2404
0
0
0
10.4925
Mercury
0
0
0
0
0.0013
0
0.0049
0
0.0064
0
0
0
0.0126
Molyb-
0
0
0
0
0.0272
0
0.0881
0
0.1157
0
0
0
0.231
denum
Nickel
0
0
0
0
0.0543
0
0.1085
0
10.1424
0
0
0
0.3052
Selenium
0
0
0
0-
0.0272
0
0.0881
0
0.1157
0
0
0
0.231
Zinc
0
0
0
0
1259
0
3.254
0
4.2729
0
0
0
8.7859
Total
Phos-
0
0
0
0
41.967
0
28133
0
369.43
0
0
0
692.73
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations"
Signature pKand Applier Date
'� See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematiN WOW&Mt (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616 Annual Dry Tons Applied: 7.15572
Iwner: City of Albemarle Operator: Gary Smith Cation Exchange Capacity (non 503):
.te #: 2 Field #: 2 Acres Utilized: 17 Acres Permitted: 300
0
o
' : S eci
Totals
Per
Acre
u
/o
Solids
Dry Tons Per
Acre
Residual
Sources
(Summarize)
1
Cond.
Dry,
Wet
Moist
Inches
Precip.
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo-
ma-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or. Crop
p p
2
c Gal.
Cu.Yd.
Report
Totals
in Gal.
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
.b-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
:ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
3
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
4
ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
5
►n-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
al-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
7
ug-03
44000
2588.2
3.9
0.420924706
WWTP
S
0.5
0.3
1800
2600
30
0.91762
#######1
Fescue
8
�p-03
0
0
1 3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
10
ov-031
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
11
ec-031
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
2588
:``
As
Cd
Cr
Cu
Pb
HA
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
lied
anuallbs/acre
0.010944042
0,0021
0.362
1.01022
0.02273
0.00061
0.01094
0.01347
0,01094
0.40409
34.9368
0.91762
0 .
Date
lbs/ac
`•.i
arrent Cumulative lbs/ac
0.693944042
0.7341
145.032
307.46
2
7.46 73
0.07261
1.44194
4.15347
0.45994
114.234
> « <' ':,> `#i<>'
::, ,,...
r
::,.
i;'.
...
`. .
for Years Cumulative lbs/ac
0.683
0.732
144.67
306.45
7.44
0.072
1.431
4.14
0.449113.83
L. ***
,rmitted C. P. R.
36
34
2677
1338
267
15
n/a
3 4
7
89
2498
Limit 1 nd C o
,nmt PAN t st/ P
;;::<,:
::;f::<:>::::::
250
certifv. under penalty of law. that this document was prepared under
my direction
or supervision in accordance
with a system
,signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
U `'0 *Application Method: S - Surface, IN - Injection, INC - Incorporation
ignature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loadina Rate
** The RSSF Data and the Diry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row -to properly complete the metals equations. ie. FSF row # 1 to MFLSF column W1.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 7.15572
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 17 Acres Permitted: 300 Site #: 2 Field #: 2
Residual Analvsis Data (Heaw Metals and Total Phosuhorus use m0kg. % Solids use Raw Percent ft
Sample
or Com-
posite
Date
LIJ
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
Ji
05/08/03
6
05/08/03
7
08/14/03
Ji
08/14/03
91
08/14/03
10
11/10/03
Ill
11/10/03
2
11/10/03
% Solids
4
4
4
3.8
3.8
3.8 1
3.9
3.9 1
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
'2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
1 2100
2100
2100
1600
1660
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
1 13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horns
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field
Loadings
(Calculated in lbs/acre):
0
1
2
3
4 J
5
6
7
8
9
0
11
12
R
o
0
0
0
0
0
0
0
0.4209
0
0
0
0
Arsenic
0
0
0
0
0
0
0
0.0109
0
0
0
0
0.0109
Cadmium
0
0
0
0
0
0
0
0.0021
0
0
0
0
0.0021
Chromiurn
0
0
0
1 0
0
1 0
0
0.362
0
0
0
1 0
0.362
Copper
0
0
0
0
0
0
0
1.0102
0
0
0
0
1.0102
Lead
0
0
0
0
0
0
0
0.0227
0
0
0
0
0.0227
Mercury
0
0
0
0
0
0
0
0.0006
0
0
0
0
0.0006
Molyb-
0
0
0
0
0
0
0
0.0109
0
0
0
0
0.0109
denum
Nickel
0
0
0
0
0
0
0
0.0135
0
0
0
0
0.0135
Selenium
0
0
0
0
0
0
0
0.0109
0
0
0
0
0.0109
Zinc
0
0
0
0
0
0
0
0.4041
0
0
0
0
0.4041
Total
Phos-
0
0
0
0
0
0
0
34.937
0
0
0
0
34.937
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for ]mowing violations"
z�
Signature of Lirnd Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematic 1pi (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616
)wner: City of Albemarle
ite #: 2 Field #:
Operator: Gary Smith
3 Acres Utilized: 45
Annual Dry Tons Applied: 58.58016
Cation Exchange Capacity (non 503):
Acres Permitted: 300
3 ,
a
3 o
a
S eci
Totals
Per
Acre
o
/o
Solids
Dry Tons Per
AcrePast
Residual
Sources
(Summarize)
1 e
Cond.
Dry,
Wet,
moist
Inches
Precip.
24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 orCrop
p p
2
*
Gal.
Cu.Yd,
Report
Totals
in Gal.
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
eb-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
Ar-03
0
0
4
0
WWTP
S-
0.5
0.3
88000
3700
20000
0
#######
Fescue
3
pr-03
4000
88.889
3.8
0.014085333
WWTP
S
0.5
0.3
120000
7000
10
1.05386
#######
Fescue
4
ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
1 120000
7000
10
0
#######
Fescue
5
to-03
216000
4800
3.8
0.760608
WWTP
S
0.5
0.3
120000
7000
10
56.9087
#######
Fescue
6
a1-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
7
ag-03
112000
2488.9
3,9
0.404768
WWTP
S
0.5
0.3
1800
2600
30
0,88239
#######1
Fescue
8
;p-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
10
Dv-031
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
11
ec-031
44000
977.78
3
0.12232
WWTP
S
0.5
0.3
29508
508
0.8
2.1907
#######
Fescue
12
OTALS;
8356
As
Cd
Cr
Cu
Pb
Hg
Mo
Ni
Se
Zn
P
I PAN 1
PAN 2
Lime A
iplied
anuallbs/acre
0.029548805
0.00598
1.42778
3.91528
0.075031
0.0016
0.02955
0.08374
0.02955
1.33289
60.6812
61.0357
0
Date
lbs/ac
;<
irrent Cumulative lbs/ac
0.546548805
0.55598
95.9078
244.892
5.35503
0.0816
1.61555
4.21374
0.43055
87.8829
:::>:
:;;.;11/06/03
:::<>::::<::;;;:;:;;<:;<;:;;::<::
1000
Tor Years Cumulative lbs/ac
0.517
0.55
94 48
240.977
5.28
0.08
1.586
4.13
0,401
86.55
rmitted C. PLR ***
3 6
34
6
2 77
1338
267
1 5
n/a
374
89
2 498
PAN Limit1 st/2nd Crop
i:::r::;:::;••;:};:i:r:':;::'}:ry::j;;{hF.4:?i}:::;:.•,w•;;•.:;h;4%•:.:•i:;;
;:;::;y;p:;;.};...
......•:%;f::;:::;::+i::{.;;
;; : ;. •.;
\.isiii%:;H.::•:}}ii':.iiii:;:;!::.ii}4::.u:?<^::bii::rmit
251
certify, under penalty of law, that this document was prepared under my direction or supervision in accordance with a system
.signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
r /
6-1/ G`� *Application Method: S - Surface, IN - Injection, INC - Incorporation
gnature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this Information needs to be entered Into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column #1.
DENR FORM FSF (5/2003)

m
Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 58.58016
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 45 Acres Permitted: 300 Site #: 2 Field #: 3
Residual Analysis Data (Heavy Metals and Total Phosphorus use m0ke, % Solids use Raw Percent #):
Sample
or Com-
posite
Date
LIJ
03/13/03
2
03/13/03
3
03/13/03
L±J
05/09/03
_§j
05/08/03
1617
05/08/03
08/14/03
_8j
08/14/03
08/14/03
11/10/03
1L
11/10/03
2
11/10/03
% Solids
4
4
4
3.8
3.8 1
3.8
3.9
3.9
3.9
3
3
3
Arsenic
10
1.0
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.'1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Calculated
in lbs/acre):
y
1
2
L3j
4
5
6
7
8
9
101
iii
2
� o
a�
o
tri
o
0
0
0
0.0141
0
0.7606
0
OA048
0 1
0
0
0.1223
Arsenic
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
0
0.002 10.0295
Cadmium
0
0
0
6E-05
0
0.0035
0
0.002
0
0
0
0.0004
0.006
Chromiurr
0
0
0
0.0163
0
0.8823
0
0.3481
0
0
0
0.18T
1.4278
Copper
0
0
0
0.0451
0
2.4339
0
0.97141
0
0
0
0.4648
3.9153
Lead
0
0
0
0.0008
0
0.0426
0
0.0219
0
0
0
0.0098
0.075
Mercury
0
0
0
2E-05
0
0.0008
0
0.0006
0
0
0
0.0002
0.0016
Molyb-
denum
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
0
0.002
0.0295
Nickel
0
0
0
0.0006
0
0.0335
0
0.013
1 0
0
0
0.0367
0.0837
Selenium
0
0
0
0.0003
0
0.0167
0
0.0105
0
0
1 0
0.002
1 0.0295
Zinc
0
0
0
0.0144
0
0.7758
0
0.3886
0
0
0
0.1541
1.3329
Total
Phos-
0
0
0
OA789
0
25.861
0
33.596
0
0
0
0.7459
60.681
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for ]mowing violations"
Signature of d Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathemati�E1VC3K1171]NIFLS (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP Permit #: WQ0002616
)wner: City of Albemarle Operator: Gary Smith
ite #: 2
Field #: 4
Acres Utilized: 10
Annual Dry Tons Applied: 51.35772
Cation Exchange Capacity (non 503):
Acres Permitted: 300
c
eci
Totals
Per
Acre
o
/o
Solids
D Tons Per
rY
Acre
Residual
Sources
(Summarize)
)
site
Cond.
Dry,
Wet,
Moist
Inches
Preci p'
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
nation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or. Crop
2
*,
Gal.
Cu.Y
t
Report
Totals
in Gal.
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
eb-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
[ar-03
40000
4000
4
0.6672
WWTP
S
0.5
0.3
88000
3700
20000
62.9036
#######
Fescue
3
r-03
108000
10800
3.8
1.711368
WWTP
S
0.5
0.3
120000
7000
10
128.045
#######
Fescue
4
:ay-03
0
0
1 3.8
0
WWTP
S
0.5
0.3
1 120000
7000
10
0
#######
Fescue
5
in-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
ul-03
68000
6800
3.9
1.105884
WWTP
S
0.5
0.3
1800
2600
30
2.41083
#######
Fescue
7
ug-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
ep-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
let-03
56000
5600
3
0.70056
WWTP
S
0.5
0.3
29508
508
0.8
12.5467
#######1
Fescue
10
ov-03
76000
7600
3
0.95076
WWTP
S
0.5
0.3
29508
508
0.8
17.0277
#######
Fescue
11
ec-031
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
34800
<.;?ia
As
Cd
Cr
Cu
Pb
Hg
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime Applied
unuallbs/acre
0.106498464
0.02135
6.35431
17.2078
0.33703
0.00679
0.1065
0.64211
0.1065
5.66186
176.057
222.9331
0
Date
lbs/ac
<<'
urrent Cumulative lbs/ac
0,291498464
1
0. 8635
4 4
9 .45 316978
6
....86211
509703
003479
05095
2
0.3065
55.6919
<>::.::.}:•}::.::?:.:>.;?;::«.:;??•};•}:.}:.}:.;::}::
.
< "
f.. .
:>
SOO
.ior Years Cumulative lbs/ac
0.185
0.165
88.1
152.47
1 4.76
1 0.028
0.403
2.22
0,2
50.03
�n;ni ed C PLR
tt
36
34
26 7
7
1338
6
2 7
15
n/a
374
89
2498
.
PAN Limit 1 2n Cro
.:. ... .... ................. r:...
........... .... ...............
.. F. r............«
....v+•::;:::.�:r..
ri{,.•}::}:•}:?:::G:?.;
:!4}:. n....:; •:.:....v
.r:.::...........
n.,..... .....
n........•?r.:':.i'4}:.S};n'4:{r,•.'•:4:•'•
250
r certifv. under nenalty of law. that this document was nrenared under my direction
or sunervision in accordance
with a system
,signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
gnificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
�, ✓ K 2 *Application Method: S - Surface, IN - Injection, INC - Incorporation
ignature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loadine Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column #.1.
DENR FORM FSF (512003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 51.35772
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 10 Acres Permitted: 300 Site #: 2 Field #: 4
Residual Analvsis Data (Heavv Metals and Total Phosnhareec use molk¢. % Snliele ease Rnw Percent #le
Sample
or Com-
posite
Date
_jj
03/13/03
2
03/13/03
L3
03/13/03
-Aj
05/08/03
Ji
05/08/03
6
05/08/03
7
08/14/03
8
08/1.4/03
08/14/03
101
11/10/03
iii
11/10/03
12
11/10/03
% Solids
4
4
4
1 3.8
3.8
3.8
1 3.9
3.9
3.9
3
1 3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580 1
-580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annuai
heavy ivlerai
r ieia .uoaaings
(e:aicuiatea
in ius/acre):
-. o
jj
2
3
4
Jj
6
7
Aj
9
i9i
iij
2
�ma
o" 9
0
0
0.6672
1.7114
0
0
1.1059
0
0
0.7006
10.9508
0
Arsenic
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Cadmium
0
0
0.0027
0.0079
0
0
0.0055
0
0
0.0022
0.003
0
0.0214
Chromium
0
0
0.9741
1.9852
0
0
0.9511
0
0
1.0368
1.4071
0
6.3543
Copper
0
0
2.8022
5.4764
0
0
2.6541
0
0
2.6621
3.6129
0
17.208
Lead
0
0
0.0494
0.0958
0
0
0.0597
0
0
0.056
0.0761
0
0.337
Mercury
0
0
0.0009
0.0018
0
0
0.0016
0
0
0.001
0.0014
0
0.0068
Molyb-
denum
denurn
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Nickel
0
0
0.036
0.0753
0
0
0.0354
0
0
0.2102
0.2852
0
0.6421
Selenium
0
0
0.0133
0.0377
0
0
0.0288
0
0
0.0113
0.0154
0
0.1065
Zinc
0
0
0.774
1.7456
0
0
1.06161
0
0
0.8827
1.198
0
5.6619
Total
191.7881
Phos-
0
0
16.013
58.187
0
0
0
0
4.272
5.7977
0
176.06
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for lmowing violations"
Signature oflmd Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathemat' l iWP&V&ftW (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE.
Facility Name: Long Creek WWTP
Iwner: City of Albemarle Operator:
to #: 2 Field #: 5
Permit #: WQ0002616
Gary Smith
Acres Utilized: 75
Annual Dry Tons Applied: 11.64264
Cation Exchange Capacity (non 503):
Acres Permitted:
300
3 c
3
a
S eci
Totals
Per
Acre
o
/o
Solids
D Tons Per
Dry
Acre
Residual
Sources
(Summarize)
1 e
Cond.
Dry,
Wet
'
moist
Inches
Preci p'
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
nation
Rate**
Miner-
ala-
nation
Rate
TKN
Ammo-
nia-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 orCrop
2
rR
Crop 1
Crop 2
in-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
1
-b-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
20000
0
#######
Fescue
2
ar-03
0
0
4
0
WWTP
S
0.5
0.3
88000
3700
1 20000
0
#######
Fescue
3.
pr-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
1 10
0
#######
Fescue
4
ay-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
J 10
0
#######1
Fescue
5
in-03
4000
53.333
1 3.8
0.0084512
WWTP
S
0.5
0.3
120000
7000
10
0.63232
#######
Fescue
6
11-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
17
ug-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
:p-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
9
ct-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
1 0.8
0
##O####1
Fescue
10
av-03
72000
960
3
0.120096
WWTP
S
0.5
0.3
29508
508
0.8
2.15087
#######
Fescue
11
cc-03
16000
213.33
3
0.026688
WWTP
S
0.5
0.3
29508
508
0.8
0.47797
#######
Fescue
12
DTALS:
=1
As
Cd
Cr
Cu
Pb
Hig
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime Applied
anuallbs/acre
0.002563827
0.00051
0.22704
0.58482
0.01222
0.00023
0.00256
0.04441
0.00256
0.19357
1.18243
3.26116
0
Date
lbs/ac
arrent Cumulative lbs/ ac
ior Years Cumulative lbs/ac
0.331563827
0.329
0.38851
0.388
46.377
46.15
137.195
136.61
3.01222
3
0.03223
0.032
0.34556
0.343
2.38441
2.34
0.21256
0.21
80.2336
80.04
;•;;;;:r:;;;r;;>«•;r:;;<;;r.;;:.,;.
::.,.;
':�;::5<ki:E:•.'::`?r.::zr;;`.•i::frfr,::.r>:::::2:;
>,:{
'{'?'`'>>< <
(::::;.i}}:::::::
:.:::::n�•:::..
n•I.:•.
.,.....:....
....:<rr:::.
. r. f::e•>:r
:s:;::•:
k�>.•::.::::••:.
:rmitted C. P. L. R. ***
36
34
2677
1338
267
15
n/a
374
89
2498
,nnitPANLuru • •
1 2nd Cro
t st/
....n........n•r:::?::.....:.:i:i;:n�:i•:iv:ti4:.I:.;4i:{.}{:
x: :.n•::::::.;
:,:{: i:: i;j: �.
:{!.\ ,::ti•}}}
*.,
t:•i'r:{¢;ni•::;.:}:i{•i:•i:::{:::•iS:L:{.}:::2:(:':i}j::::.::•ij::.i
i: i}i•.:t.; •.r::.:.:'•::ti:::i:i:::::;
.!i i.:v:t?;:ri<::{:
.../. v:.:.:
250
rpr+ifv- under nenalty of law. that this document was nrenared under my direction
or sunervision in accordance with
a system
:signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
;nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
GI'A :;g= *Application Method: S - Surface, IN - Injection, INC - Incorporation
Signature of Land Applier Date **Volitilization Rate: Surface - 0.5, In.iection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. le. FSF row # 1 to MFLSF column # 1.
DENR FORM FSF (5/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 11.64264
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 75 Acres Permitted: 300 Site #: 2 Field #: 5
l Laraideaal Anala.gi. Data (Reavv Metals nasal Total Phosnhorus use ine/1m. % Solids use Raw Percent ft
Sample
or Com-
posite
Date
-Ij
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
5
05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
101
11/10/03
1IJ12
11/10/03
11/10/03
% Solids
4
4
4
3.8
3.8
3.8
3.9
3.9 1
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580.
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
Lead
37
37
37
28
28
28
27
27
27
40
1 40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
1 510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Ualculated
in lusiacre):
y o
1
2
3
Al5
6
7
8
9
0
1
12
0
a�
o
�bd
o
0
0
0
0
0
0.0085
0
0
0
0
0.1201
0.0267
Arsenic
0
0
0
0
0
0.0002
0
0 1
0
0
0.0019
0.0004
0.0026
Cadmium
0
0
0
0
0
4E-05
0
0
0
0
0.0004
91r05
0.0005
Chromiurr
0
0
0
0
0
0.0098
0
0
0
0
0.1777
0.0395
0.227
Copper
0
0
0
0
0
0.027
0
0
0
0
0.4564
0.1014
0.5848
Lead
0
0
0
0
0
0.0005
0
0
0
0
0.0096
0.0021
0.0122
Mercury
0
0
0
0
0
9E-06
0
0
0
0
0.0002
4E-05
0.0002
Molyb-
0
0
0
0
0
0.0002
0
0
0
0
0.0019
0.0004
0.0026
denum
Nickel
0
0
1 0
0
0
0.0004
0
0
0
0-
0.036
0.008
0.0444
Selenium
0
0
0
0
0
0.0002
0
1 0
0
0
0.0019
0.0004
0.0026
Zinc
0
0
0
0
0
0.0086
0
0
0
0
0.1513
0.0336
0.1936
Total
Phos-
0
0
0
0
0
0.2873
0
0
0
0
0.7323
0.1627
1.1824
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
incluckng the possibility of fines and imprisonment for knowing violations"
Signature kfmd Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathemati l wo"W%IP (5/2003)

ANNUAL LAND APPLICATION FIELD SUMMARY FORM
PLEASE MAKE A COPY OF THIS BLANK FORM TO BE COMPLETED AND SUBMITTED FOR EACH APPLICATION FIELD.
PLACE A "N/A" IN A BLANK OR BOX WHEN NOT APPLICABLE. t
Facility Name: Long Creek WWTP Permit #: WQ0002616
)caner: City of Albemarle
ite #: 3 Field #:
Operator: Gary Smith
6 Acres Utilized: 65
Annual Dry Tons Applied: 385.8084
Cation -Exchange Capacity (non 503):
Acres Permitted: 78.8
A
3 o
a
a
S eci
Totals
Per
Acre
o
/o
Solids
Dry Tons Per
Acre
Residual
Sources
(Summarize)
site
Cond.
Dry,
Wet
Moist
Inches
Precip.
Past 24
Hrs.
Appli-
cation
Meth-
od*
Voli-
tila-
zation
Rate**
Miner-
ala-
zation
Rate
TKN
Ammo -
ma-
Ni-
trogen
Ni-trate
and
Nitrite
PAN 1
PAN 2
Must Select
Crop 1 or. Crop
2
*
Gal.
Cu.Yd.
€< Report
<< in Gal.
Crop 1
Crop 2
in-03
292000
4492.3
4
0.749316923
WWTP
S
0.5
0.3
88000
3700
20000
70.6456
#######
Fescue
1
eb-03
4000
61.5381
4
0.010264615
WWTP
S
0.5
0.3
88000
3700
20000
0.96775
#######
Fescue
2
[ar-03
28000
430.77
4
0.071852308
WWTP
S
0.5
0.3
88000
3700
20000
6.77424
#######
Fescue
3
.pr-03
176000
2707.7
3.8
0.429060923
WWTP
S
0.5
0.3
120000
7000
10
32.1023
########
Fescue
4
:ay-03
496000
7630.8
3.8
1.209171692
WWTP
S
0.5
0.3
1 120000
7000
10
90.4702
#######
Fescue
5
in-03
0
0
3.8
0
WWTP
S
0.5
0.3
120000
7000
10
0
#######
Fescue
6
u1-03
608000
9353.8
3.9
1.521216
WWTP
S
0.5
0.3
1800
2600
30
3.31625
#######1
Fescue
7
ug-03
0
0
3.9
0
WWTP
S
0.5
0.3
1800
2600
30
0
#######
Fescue
8
ep-03
608000
9353.8
3.9
1.521216
WWTP
S
0.5
0.3
1800
2600
30
3.31625
#######
Fescue
9
,ct-03
220000
3384.6
3
0.423415385
WWTP
S
0.5
0.3
29508
508
0.8
7.5832
#######
Fescue
10
ov-03
0
0
3
0
WWTP
S
0.5
0.3
29508
568
0.8
0
#######
Fescue
11
ec-03
0
0
3
0
WWTP
S
0.5
0.3
29508
508
0.8
0
#######
Fescue
12
OTALS:
37415
< ''>
As
Cd
Cr
Cu
Pb
Hiz
Mo
Ni
Se
Zn
P
PAN 1
PAN 2
Lime A
plied
nnuallbs/acre
0.138631356
0.02743
6.35739
17.6452
0.35143
0.00791
0.13863
0.34136
0.138631
6.0897
330.758
215.176
0
Date
lbs/ac
urrent Cumulative lbs/ac
0.661632356
0.44343
39.3874
139.095
2.91143
0.07091
1.63063
1.97136
0.53063
44.2497
.,;•.•,;.:.,•,,,.,.,.;:,,;,;;.,;.;;,,..,;,;,,,•,;;,;,;,,.,:,..;,,._
;:sr`'':r>><:<';::•;<'<'''
:;} <,,.;...,,;.;.;
>«"`'<> :.
-ior Years Cumulative lbs/ac
0.523
0.416
33.03
121.45
2.56
0.063
1.492
1.63
0.392
38.16
,rmitted C. P. L. R.
36
34
26 77
1338
26 7
15
n/a
374
89
2498
mnit P AN Limit 1 t/2n d Cro s P
,:7
5
certifv. under nenalty of law. that this document was nrenared under my direction
or supervision in accordance
with a system
,,signed to assure that qualified personnel properly gathered and evaluated the information submitted. I am aware that there are
gnificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
*Application Method: S -Surface, IN -Injection, INC -Incorporation
Signature of Land Applier Date **Volitilization Rate: Surface - 0.5, Iniection/Incorporation -1.0
***C.P.L.R.: Cumulative Pollutant Loading; Rate
** The RSSF Data and the Dry Tons Per Acre are to be entered on the MFLSF Form. The FSF and MFLSF are mathematically linked so this information needs to be entered into the
same numbered column on the MFLSF as is entered on the identically numbered FSF row to properly complete the metals equations. ie. FSF row # 1 to MFLSF column #:1.
DENR FORM FSF (6/2003)

Attach this form to the corresponding Field Loading Summary Form to be submitted in Annual Report
Facility Name: Long Creek WWTP Total Dry Tons Applied (Annual): 385.8084
Permit #: WQ0002616 Cation Exchange Capacity (non 503 only):
Operator: Gary Smith Owner: City of Albemarle
Acres Used: 65 Acres Permitted: 78.8 Site #: 3 Field #: 6
Residual Analvsis Data (Heavv Metals and Total Phosuborus use me/le. % Solids use Raw Percent ft
Sample
or Com-
posite
Date
1
03/13/03
2
03/13/03
3
03/13/03
4
05/08/03
[05/08/03
6
05/08/03
7
08/14/03
8
08/14/03
9
08/14/03
0
I1110/03
11
11/10/03
2
11/10/03
% Solids
4
4
4
3.8
3.8
3.8
3.9
3.9
3.9
3
3
3
Arsenic
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Cadmium
2
2
2
2.3
2.3
2.3
2.5
2.5
2.5
1.6
1.6
1.6
Chromium
730
730
730
580
580
580
430
430
430
740
740
740
Copper
2100
2100
2100
1600
1600
1600
1200
1200
1200
1900
1900
1900
'Lead
37
37
37
28
28
28
27
27
27
40
40
40
Mercury
0.68
0.68
0.68
0.54
0.54
0.54
0.72
0.72
0.72
0.74
0.74
0.74
Molyb-
denum
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Nickel
27
27
27
22
22
22
16
16
16
150
150
150
Selenium
10
10
10
11
11
11
13
13
13
8.1
8.1
8.1
Zinc
580
580
580
510
510
510
480
480
480
630
630
630
Total
Phos-
horus
12000
12000
12000
17000
17000
17000
41500
41500
41500
3049
3049
3049
Annual
Heavy
Metal Field Loadings
(Calculated
in lbs/acre):
- -
0_jj
2
3
5
6
71
8
9
10
11
12
-ij
0 0
0.7493
0.0103
0.0719
OA291
1.2092
0
1.5212
0
1.5212
0.4234
0
0
Arsenic
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0 10.0396
0.0069
0
1 0
0.1386
Cadmium
0.003
4E-05
0.0003
0.002
0.0056
0
0.0076
0
0.0076
0.0014
0
0
0.0274
Chromiuq
1.094
0.015
0.1049
0.4977
1.4026
0
1.3082
0
1.3082
0.6267
0
0 ._
6.3574
Copper
3.1471
0.0431
0.3018
1.373
3.8693
0
3.6509
0
3.6509
1.609
0
0
17.645
Lead.
0.0554
0.0008
0.0053
U24
0.0677
0
0.0821
0
0.0821
0.0339
0
0
0.3514
Mercury
0.001
1E-05
1E-04
0.0005
0.0013
0
0.0022
0
0.0022
0.0006
0
0
0.0079
Molyb
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0
0.0396
0.0069
0
0
0.1386
denum
Nickel
0.0405
0.0006
0.0039
0.0189
0.0532
0
0.0487
0
0.0487
0.127
0
0
0.3414
Selenium
0.015
0.0002
0.0014
0.0094
0.0266
0
0.0396
0
0.0396
0.0069
0
0
0.1386
Zinc
0.8692
0.0119
0.0833
0.4376
1.2334
0
1.4604
0
1A604
0.5335
0
0
6.0897
Total
Phos-. 17.984 0.2464 1.7245 14.588 41.112 0 126.26 0 1 126.26 2.582 0 0 330.76
"I certify, under penalty of law, that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gathered and evaluated the
information submitted. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for lmowing violations"
tom... _f L/o
Signature Land Applier Date
* See bottom of FSF Form for helpful instructions for this MFLSF Form and the mathematiT 1APP 1 W (5/2003)

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
January 28, 2002
Raymond Allen
City of Albermarle
PO Box 190
Albemarle, NC 28002
1 � •
NCDENR.
NORTH CAROLINA DEPARTMENT'OF ::.
ENVIRONMENT AND NATURAL RESOURCES `
FEB 0 4 2002
Subject: Annual Monitoring and Reporting Requirements J va
Treatment and Land Application of Residuals
Permit Number: WQ0002616
City of Albermarle
Stanly County
Dear Raymond Allen,
The purpose of this letter is a reminder that the monitoring reports required by the subject permit must be
submitted as an Annual Report for calendar year 2001 by no later than March 1, 2002. The report must be
submitted (in triplicate) to the following address:
DENR/DWQ/Water Quality Section
Non -Discharge Compliance Unit
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Due to limitations in storage space, please submit the reports in bound form rather than in notebook form.
Permittees are subject to civil penalty for failing to submit the Annual Report as required by their permit.
Enclosed are the summary and certification sheets that must be used for your annual report depending on
whether your residual is Class A or Class B. Please complete the nessesarry sheets and if necessary make
copies of the blank forms if extras are needed. The forms have not changed since last year (although minor
aesthetic changes have been made) so you may use those you already have on hand.
You will however note that the forms include information required by EPA as outlined in 40 CFR Part
503. Since the requirements of 40 CFR Part 503 are self implementing, they are legally binding and
enforceable Federal requirements for all persons subject to the requirements of 40 CFR Part 503, even if
these requirements are not currently contained in the state permit. The annual reports for the EPA must be
received by EPA at the following address on or before February 19, 2002.
Hector Danois
Clean Water Act Enforcement Section
Water Programs Enforcement Branch
Water Management Division
U.S.EPA Region 4
61 Forsyth Street, S.W.
Atlanta, Ga. 30303-3104
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

Annual Monitoring and Reporting Requirements
Page 2
If there is a need for any information or clarification on the State reporting requirements, please do not
hesitate to contact Daryl Merritt at [phone] extension 581. For further information on the Federal
requirements, you should call Madolyn Dominy of the Environmental Protection Agency at 404-562-9305.
Daryl Merritt,
Environmental Specialist I
cc: Vince Miller, EPA Region IV
MRO Water Quality Supervisor
Non Discharge Compliance / Enforcement File
Central Files

IV F." ,
State of North Carolina AIFRAA
Department of Environment Ina
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary NCDENR
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 12, 2001
RAYMOND ALLEN
ALBEMARLE, CITY -A SLUDGE/DISP
PO BOX 190 FEB 06 2001
ALBEMARLE, NC 28002
Subject: Annual Monitoring and Reporting Requirements0 r)p7• a7�=�l11tiC3c3ii �?
Treatment and Land Application of Residuals AND NATi 1,RAl 1•1m8:3Ui�Cie8
Permit Number: WQ0002616
Ri ; 4010i`IA . oFFjc-i
ALBEMARLE, CITY -A SLUDGE/DISP
STANLY County
Dear RAYMOND ALLEN,
The purpose of this letter is a reminder that the monitoring reports required by the subject permit must be submitted
as an Annual Report for calendar year 2000 by no later than March 1, 2001. The report must be submitted (in
triplicate) to the following address:
DENR/DWQ/Water Quality Section
Non -Discharge Compliance Unit
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Due to limitations in storage space, please submit the reports in bound form rather than in notebook form.
Permittees are subject to civil penalty for failing to submit the Annual Report as required by their permit.
Enclosed are the summary and certification sheets that must be used for your annual report. Please complete these
sheets and if necessary make copies of the blank forms if extras are needed. The forms have not changed since last
year, so you may use those you already have on hand.
You will however note that the forms include information required by EPA as outlined in 40 CFR Part 503. Since the
requirements of 40 CFR Part 503 are self implementing, they are legally binding and enforceable Federal
requirements for all persons subject to the requirements of 40 CFR Part 503, even if these requirements are not
currently contained in the state permit. The annual reports for the EPA must be received by EPA at the following
address on or before February 19, 2001.
Hector Danois
Clean Water Act Enforcement Section
Water Programs Enforcement Branch
Water Management Division
U.S.EPA Region 4
61 Forsyth Street, S.W.
Atlanta, Ga. 30303-3104
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

4 . a ,s
Annual Monitoring and Reporting Requirements
Page 2
If there is a need for any information or clarification on the State reporting requirements, please do not hesitate to
contact Brian Wrenn at [phone] extension 529. For further information on the Federal requirements, you
should call Madolyn Dominy of the Environmental Protection Agency at 404-562-9305.
cc: Vince Miller, EPA Region IV
MRO Regional Supervisor
Non Discharge Compliance / Enforcement File
Central Files
Brian L. Wrenn,
Environmental Specialist III