WQ0006785_Final Permit_20070126

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.F. Director
Division of Water Quality
January 26, 2007
The Honorable Benjamin S. McLean., Mayor
Town of Murfreesboro
PO Box 6
Murfreesboro, North Carolina 27855-0006
SUBJECT. Town of Murfreesboro
Modified Permit Number WQ0006785
Wastewater Treatment and Spray Irrigation Facilities
Hertford County
Project No. CS370491-03
Dear Mayor McLean:
In accordance with your application received December 8, 2005, we are forwarding
herewith Permit No. WQ0006785, dated January 26, 2007, to the Town of Murfreesboro, North
Carolina for the expansion and operation of the subject Town of Murfreesboro wastewater
treatment and spray irrigation facilities.
This permit shall be effective from the date of issuance until January 25, 2012, and shall
be subject to the conditions and limitations as specified therein. Please 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.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such demands are made, this permit shall be final and binding.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plays and specifications. Mail the
Certification to the Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you, one (1)
set is being forwarded to your Engineer (A/E), one (1) set retained for the Washington Regional
Office, and one (1) set retained for the Design Management Unit.
NorthCaro na
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North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: avv.:.^rraaterat - *,.c_q 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal opportunitylAflirmative Acton Employer— 50% Recycledi10% Post Consumer Paper

The Honorable Benjamin S. McLean, Mayor
January 26, 2007
Page 2
A copy of the approved plans and specifications shall be maintained on file by the owner
for the life of the project.
If there are any questions concerning this matter, please do not hesitate to contact
Mr. Cecil G. Madden, Jr., P. E. at [phone].
Sincerely,
`Alan W. Klimek, P.E.
V
Attachments: Sheet 2, Overall Site Map
Irrigation Zones I — 10
Sheets 3 -- 7, Irrigation Zones i 1 --- 13
Sheet 8, Lagoon #3
kop:cgm
CC" Robert Graham, P.E., George Finch/Boney & Associates, Raleigh, NC
Hertford County Health Department
OSHA Training Officer, Wanda Lagoe
Washington Regional Office, Aquifer Protection Section
DWQ/Aquifer Protection Section/Land Application Unit/Central Files
DWQ/Aquifer Protection Section/Land Application Unit/LAU Files
Dan Blaisdell, P.E.
Mark Hubbard, P.E.
Cecil G. Madden, Jr., P.E.
Ken Pohlig, P.E.
SRF

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SPRAY IRRIGATION SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Murfreesboro
In
Hertford County
FOR THE
continued operation and modification/expansion of the existing wastewater treatment and spray
irrigation facility from 452,204 GPD to 649,610 GPD. The existing facility consists of
approximately 1,234 linear feet of 12-inch gravity sewer, a bar screen, dual grit chambers, parshall
flume with flow recording, dual 825 GPM influent screw pumps, two lagoons in series, post
chlorination, dual 1,200 GPM spray irrigation pumps with approximately 7,600 linear feet of 12-inch
force main, approximately 63.5 acres of wetted spray irrigation area, and stand-by power generator;
and modification/expansion which includes lining the existing dual lagoons (volumes of 14.8 MG
and 15.1 MG for lagoon #1 and 42, respectfully) with 60 mil HPDE liner, the addition of a third 50.
MG storage lagoon lined with 60 mil HPDE liner, a storage transfer pump station consisting of dual
1,950 gpm pumps, approximately 2,270 linear feet of 12-inch irrigation force main, distribution
piping for spray irrigation onto 52.1 acres (irrigation zones 11, 12 and 13), and modification of the
existing spray irrigation field to add approximately 3,390 linear feet of groundwater -lowering
ditches/trenches with associated drainage piping and the reduction of 63.5 wetted acres to 57.8
wetted acres (irrigation zones 1 — 10),
to serve the Town of Murfreesboro, with no discharge of wastes to the surface waters, pursuant to
the application received December 8, 2005, and subsequent additional information received by the
Division, 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.

Town of Murfreesboro , '
Modified permit No. WQ0006785
January 26, 2007
Page 2
This permit shall be effective from the date of issuance until January 25, 2012, and shall be subject
to the following specified conditions and limitations:
PERFORMANCE STANDARDS
1. Upon completion of construction and prior to operation of this permitted facility, a
certification (see attached Certification Form) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with this
permit, and the approved plans and specifications. Mail the Certification to the
Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh, North
Carolina 27699-1633.
2. The Washington Regional Office, telephone No. [phone], shall be notified at
least forty-eight (48) hours in advance of operation of the installed facilities so that an
in -place inspection can be made. Such notification to the regional supervisor shall be
made during normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays
The spray irrigation facilities shall be effectively maintained and operated at all times
so that there is no discharge to the surface waters, nor any contamination of ground
waters, which will render them unsatisfactory for normal use. In the event that the
facilities fail to perform satisfactorily, including the creation of nuisance conditions or
failure of the irrigation area to adequately assimilate the wastewater, the Permittee shall
take immediate corrective actions including those actions that may be required by the
Division of Water Quality (Division), such as the construction of additional or
replacement treatment and disposal facilities.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for
damages to groundwater or surface water resulting from the operation of this facility.
5. The residuals generated from these treatment facilities must be disposed of in
accordance with General Statute 143-215.1 and in a manner approved by the North
Carolina Division of Water Quality.
6. Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
7. The following buffers shall be maintained:
a. 400 feet between wetted area and any residence or places of public assembly
under separate ownership,
b. 150 feet between wetted area and property lines,
C. 100 feet between wetted area and wells,
d. 100 feet between wetted area and drainageways or surface water bodies,
C. 50 feet between wetted area and public rights -of -way,
f. 100 feet between wastewater treatment units and wells, and
g. 50 feet between wastewater treatment units and property lines.

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 3
II. OPERATION AND MAINTENANCE RE UIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and irrigation facilities by the Water
Pollution Control System Operators Certification Commission (WPCSOCC), the
Permittee shall designate and employ a certified operator to be in responsible charge
(ORC) and one or more certified operator(s) to be back-up ORC(s) of the facilities in
accordance with 15A NCAC 8G .0201. The ORC shall visit the facilities in accordance
with 15A NCAC 8G .0204 or as specified in this permit and shall comply with all other
conditions specified in these rules.
A suitable year round vegetative cover over the spray irrigation fields shall be
maintained.
4. The vegetative cover crop over the spray irrigation fields must be harvested and
removed from the fields periodically to ensure continual removal of nutrients
assimilated in the cover crop.
5. An agronomic plan shall be developed which maximizes the assimilative capacity of
the nutrients in the wastewater through crop growth, crop harvesting, etc.
6. Irrigation shall not be performed during inclement weather or when the ground is in a
condition that will cause runoff.
7. Adequate measures shall be taken to prevent wastewater runoff from the spray field.
8. The application rates for each zone shall not exceed the annual application rates given
in the following table. Wastewater shall not exceed the maximum instantaneous
irrigation loading rate of 0.25 inch/hour.
Irrigation
Zone(s)
Wetted
Acreage
(acres)
Design
Spray
Irrigation
Rate
(inchf ear)
Yearly
Disposal
Capacity
(gallons/year)
Average
Daily
Disposal
Capacity
(gallons/day)
1-2
139
105.2
39,704,410
108,780
3-4
10.3
114.9
32,106,080
87,960
5-6
9.6
116.2
30,289,050
82,980
7-8
14.6
86.5
34,290,770
93,950
9-10
9.4
84.6
21,592,670
59,160
11
20.97
48.0
27,330,520
74,880
12
15.26
60.1
24,902,170
68,230
13
15.87
62.4
26,888,700
73,670
Totals:
109.9
185,3133500
649,610

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 4
9. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
10. Freeboard in the lagoons shall not be less than 2.0 feet at any time.
11. A protective vegetative cover shall be maintained on all earthen basin embankments
(outside toe of embankment to liner keyway), berms, pipe runs, erosion control areas, and
surface water diversions. Trees, shrubs, and other woody vegetation shall not be allowed
to grow on the earthen basin dikes or embankments. Earthen basin embankment areas
shall be kept mowed or otherwise controlled and accessible.
12. The Permittee shall install an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure accuracy and reliability of
effluent spray irrigation flow measurement. Flow measurement devices selected shall be
capable of measuring flows with a maximum deviation of less than 10 percent from true
flow, accurately calibrated at a minimum of once per year, and maintained to ensure that
the accuracy of the measurement is consistent with the accepted capacity of that type of
device. Records of flow measurement device calibrations shall be kept on file by the
Perrnittee for a period of at least three years. At a minimum, data to be included in this
documentation shall be:
a. Date of flow measurement device calibration
b. Name of person performing calibration
C. Percent from true flow
13. No type of wastewater other than that from. the Town of Murfreesboro W WTP shall be
sprayed onto the irrigation area.
14. No traffic or equipment shall be allowed on the disposal area except while installation
occurs or while normal maintenance is being performed.
15. Public access to the Iand application sites shall be controlled during active site use.
Such controls must include the posting of signs showing the activities being conducted
at each site.
16. Any damaged spray heads must be repaired within thirty days of discovery of the
damage. Any existing damaged spray heads must be repaired within thirty days of
permit issuance.
III. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses)
deemed necessary by the Division of Water Quality to insure surface and groundwater
protection will be established and an acceptable sampling reporting schedule shall be
followed.

Town of Murfreesboro - '
Modified Permit No. WQ0006785
January 26, 2007
Page 5
2. The effluent from the subject facilities shall be monitored by the Permittee at the point
prior to irrigation for the following parameters (and reported on Form NDMR-1):
Parameter
Sampling Point
Sampling Frequency
Type of Sample
Flow
Effluent'
Continuous
Recording
BODS (5 day, 20 C)
Effluent
March, July and November
Grab
NH3 as N
Effluent
March, July and November
Grab
TSS
Effluent
March, July and November
Grab
Fecal Coliform
Effluent
March, July and November
Grab
NO3 as N
Effluent
March, July and November
Grab
TKN
Effluent
March, July and November
Grab
Total Phosphorus
Effluent
March, July and November
Grab
pHh
Effluent
March, July and November
Grab
a. Effluent pumped to spray irrigation fields.
b. The effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
If Groundwater sampling indicates or predicts problems with compliance with the
Groundwater Standards, this permit may be modified to include additional and/or
more restrictive limitations.
Adequate records shall be maintained by the Permittee tracking the amount of
wastewater disposed. These records shall include, but are not necessarily limited to, the
following information (and reported on Form NDAR-1):
a. date of irrigation,
b. volume of wastewater irrigated,
C. field irrigated,
d. length of time field is irrigated,
e. continuous weekly, monthly, and year-to-date hydraulic (inches/acre) loadings
for each field,
f weather conditions, and
g. maintenance of cover crops,
h. freeboard in the lagoons (weekly),
4. Three (3) copies of all operation and disposal records (as specified in condition 1112) on
Form NDMR-1 shall be submitted on or before the last day of the following month.
Three (3) copies of all effluent monitoring data (as specified in condition 111 3) on Form
NDAR-1 shall be submitted on or before the last day of the following month. All
information shall be submitted to the following address:
NC DENR/Division of Water Quality
Information Processing Center
1617 Mail Service Center
Raleigh, NC 27699-1617

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 6
5. A representative annual soils analysis (Standard Soil Fertility Analysis) shall be
conducted on each spray field and the results maintained on file by the Permittee
for a minimum of five years. The Standard Soil Fertility Analysis shall include,
but is not necessarily limited to, the following parameters:
Acidity
Manganese
Potassium
Calcium
Percent Humic Matter
Sodium
copper
pH
Zinc
Magnesium
Base Saturation (by calculation)
Phos horus
Cation Exchange Capacity
Exchangeable Sodium. Percentage
6. A maintenance log shall be maintained at this facility including, but not limited to, the
following items:
a. Every day that wastewater is land applied via spray irrigation, the following
results should be recorded:
pH,
Residual chlorine,
Settleable matter,
Volume of wastewater irrigation per field as recorded by the effluent
flowmeter;
b. Visual observations of the plant and plant site;
C. Record of preventative maintenance; and
d. Date of calibration of flow measuring device.
7. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Washington Regional Office, telephone
No. [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 at the wastewater treatment facility which results in the
treatment of significant amounts of wastes which are abnormal in quantity or
characteristic, such as the known passage of a slug of hazardous substance
through the facility or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the
facility incapable of adequate wastewater treatment such as mechanical or
electrical failures of pumps, aerators, compressors, etc.
C. Any failure of a pumping station, sewer line, or treatment facility resulting in a
by-pass directly to receiving waters without treatment of all or any portion of
the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has gone
out of compliance with its permit limitations.

Town of Murfreesboro '
Modified Permit No, WQ0006785
January 26, 2007
Page 7
Occurrences outside normal business hours may also be reported to the Division's
Emergency Response personnel at telephone number [phone], (800) 858-
0368, or [phone]. Persons reporting such occurrences by telephone shall also
file a written report in letter form within five (5) days following first knowledge of
the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur.
IV. GROUNDWATER REQUIREMENTS
Well Construction Criteria:
1. Prior to beginning spray irrigation operations at irrigation zones 11 - 13, monitor
wells MW-I l and MW-12 shall be installed to monitor groundwater quality. The
wells shall be constructed such that the water level in the well is never above or
below the screened (open) portion of the well at any time during the year. The
general location and name for each well is marked on the attached maps. Each
monitoring well shall be located at the Review boundary, constructed in accordance
with this permit, and approved by the Washington Regional Office.
2. The wells must be constructed by either a North Carolina Certified Well Contractor,
the property owner, or the property lessee according to General Statutes
87-94.4(b)(2). If the construction is not performed by a certified well contractor, the
property owner or lessee must physically perform the actual well construction
activities, and the well(s) must be constructed according to the North Carolina Well
Construction Standards (15A NCAC 2C .0108) and the local county rules.
3. The Washington Regional Office, telephone number [phone], shall be notified
at least forty-eight (48) hours prior to the construction of any monitoring well so that
an inspection can be made of the monitoring well location. Such notification to the
regional groundwater supervisor shall be made during the normal office hours from
8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding state holidays.
4. Within thirty (30) days of completion of all well construction activities, a certification
must be received from a professional engineer or a licensed geologist certifying that
the monitoring wells are located according to this permit.
Sampling Criteria:
Monitor wells MW-1 l and MW-12 shall be sampled initially after construction and prior
to commencement of spray irrigation activities for the parameters listed below.
Water Level* pH
Chloride Fecal Coliform
Total Ammonia (as N) Nitrate (NO3-N)
Total Dissolved Solids (TDS) Total Organic Carbon (TOC)
Volatile Organic Carbon (VOC) analysis

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 8
*The measurement of water levels must be made prior to sampling for the remaining
parameters. 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.
For Total Organic Carbon (TOC), if concentrations greater than 10 mg/1 are 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 exceedance of this naturally occurring TOC concentration in the
down -gradient wells shall be subject to the additional sampling and analysis as
described above.
For Volatile Organic Compounds (VOCs) sampled, use only one of the following
methods:
1. Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2. Standard Method 6210, PQL at 0.5 ug/L or less
3. EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4. EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5. Another method with prior approval by the Aquifer Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIII of Standard Method 6230D. Any method used must
provide a PQL of 0.5 ug/L or less, which must be supported by laboratory proficiency
studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the Method Detection Limit (MDL) but below the PQL of 0.5 ug/L
must be qualified (estimated) and reported.
Any laboratory selected to analyze parameters must be Division of Water Quality
(DWQ) certified for those parameters required.
6. Monitor wells. MW-1, MW-2, MW-4, MW-5, MW-10, MW-11 and MW-12 shall be
sampled every February, June and October for the parameters listed below.
Water Level* pH
Chloride Fecal Coliform
Total Ammonia (as N) Nitrate (NO3-N)
Total Dissolved Solids (TDS) Total Organic Carbon (TOC)
Volatile Organic Carbon (VOC) analysis - Only in October
*The measurement of water levels must be made prior to sampling for the remaining
parameters. The depth to water in each well shall be measured from the surveyed
point on the top of the easing. The measuring points (top of well casing) of all
monitoring wells shall be surveyed relative to a common datum.

Torun of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 9
For Total Organic Carbon (TOC), if concentrations greater than 10 mg/l are 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 exceedance of this naturally occurring TOC concentration in the
down -gradient wells shall be subject to the additional sampling and analysis as
described above.
For Volatile Organic Compounds (VOCs) sampled, use only one of the following
methods:
1. Standard Method 6230D, Practical Quantitation Limit (PQL) at 0.5 ug/L or less
2. Standard Method 6210, PQL at 0.5 ug/L or less
3. EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
4. EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
5. Another method with prior approval by the Aquifer. Protection Section Chief.
Any of the referenced methods used for VOCs must at a minimum, include all the
constituents listed in Table VIIl of Standard Method 6230D. Any method used must
provide a PQL of 0.5 ug/L or less, which must be supported by laboratory prof wency
studies as required by the DWQ Laboratory Certification Unit. Any constituents
detected above the Method Detection Limit (MDL) but below the PQL of 0.5 ug/L
must be qualified (estimated) and reported.
Any laboratory selected to analyze parameters must be Division of Water Quality
(DWQ) certified for those parameters required.
Reporting / Documentation:
7. All reports and documentation (GW-1, GW-30, GW-59) shall be mailed to the following
address:
NC DENR/Division of Water Quality
Information Processing Center
1617 Mail Service Center
Raleigh, NC 27699-1617
GW-1 is the Well Construction Form. GW-30 is the Well Abandonment Form.
GW-59 is the Well Compliance Monitoring Form.. Updated blank forms (GW-1,
GW-30, GW-59) may be downloaded from the Division's website at
http://h2onr.state.nc.uslaps/gpu/forms.htm or requested from the address mentioned
above.

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 10
8. For the initial sampling of the monitor wells MW-t 1 and MW-12, the permittee shall
submit a copy of the GW-1 Form (Well Construction Record) with the Compliance
Monitoring Form (GW-59) for each well to the address listed in the "Reporting /
Documentation" section of the Groundwater Requirements. Initial Compliance
Monitoring Forms that do not include copies of the GW-1 form may be returned to
the permittee without being processed. Failure to submit these forms as required by
this permit may result in the initiation of enforcement activities pursuant to NC
General Statutes 143-215.6A.
9. 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.
10. Within sixty (60) days of completion of monitoring wells MW-11 and MW-12, the
permittee shall submit two original copies of a scaled site map (scale no greater than
1 "=100'); however, special provisions may be granted upon prior approval for large
properties. The map(s) must include the following information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system..
C. The location of property boundaries within 500 feet of the disposal area(s).
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (which shall be known as the
"measuring point") relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is
established.
g. The location of Review and Compliance boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that
the monument will not be destroyed due to activities that may take place on the property.
Maps and any supporting documentation shall be sent to the Groundwater Section as
addressed in the "Reporting / Documentation" above.
The permittee is responsible for the geographic accuracy of any snap submitted,
however produced.

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page I
Applicable Boundaries:
11. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations
in 15A NCAC 2L, Groundwater Classifications and Standards. The Compliance
Boundary for the disposal system individually permitted prior to December 30, 1983
irri ation zones I - 10 is established at either 500 feet from the waste disposal area, or
at the property boundary, whichever is closest to the waste disposal area. The
Compliance Boundary for the disposal system individually permitted after December
31, 1983 (irrigation zones I 1 —13) is established at either 250 feet from the waste
disposal area, or 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action according to 15A
NCAC 2L .0106(d)(2).
12. The REVIEW BOUNDARY is established around the disposal systems midway
between the Compliance Boundary and the perimeter of the waste disposal area. Any
exceedance of standards at the Review Boundary shall require action in accordance
with 15A NCAC 2L .0106(d)(1).
13. Any additional groundwater quality monitoring, as deemed necessary by the Division,
shall be provided.
V. INSPECTIONS
Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
2. The Permittee or his designee shall inspect the wastewater treatment and disposal
facilities to prevent malfunctions and deterioration, operator errors and discharges
which may cause or lead to the release of wastes to the environment, a threat to human
health, or a nuisance. The Permittee shall keep 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 three (3) years from
the date of the inspection and shall be made available upon request to the Division of
Water Quality or other permitting authority.
Any duly authorized officer, employee, or representative of the Division of Water
Quality may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the disposal site and facility at any reasonable time
for the purpose of determining compliance with this permit; may inspect or copy any
records that must be kept under the terms and conditions of this permit; or may obtain
samples of groundwater, surface water, or leachate.

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 12
V1. GENERAL CONDITIONS
1. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans, specifications, and other
supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. This permit is not transferable. In the event there is a desire for the facilities to
change ownership, or there is a name change of the Permittee, a formal permit request
must be submitted to the Division accompanied by an application fee, documentation
from the parties involved, and other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and may or may not be
approved.
4. Failure to abide by the conditions and limitations contained in the permit may subject
the Permittee to an enforcement action by the Division in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
5. The issuance of this permit does not exempt the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction, including but
not limited to applicable river buffer rules in 15A NCAC 2B.0200, erosion and
sedimentation control requirements in 15A NCAC Chapter 4 and under the Division's
General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
6. A set of approved plans and specifications for the subject project must be retained by
the Permittee for the life of the project.
7. The annual administering and compliance fee must be paid by the Permittee within
thirty (30) days after being billed by the Division. Failure to pay the fee accordingly
may cause the Division to initiate action to revoke this permit as specified by 15 NCAC
2H .0205(c)(4).

Town of Murfreesboro
Modified Permit No. WQ0006785
January 26, 2007
Page 13
8. The Permittee, at least six (6) months prior to the expiration of this permit, shall request
its extension. Upon receipt of the request, the Commission will review the adequacy of
the facilities described therein, and if warranted, will extend the permit for such period
of time under such conditions and limitations as it may deem appropriate.
Permit issued this the 26°i day of January 2007.
NORTH CAROLI ENVIRONMENTAL MANAGEMENT COMMISSION
PanW.Klimek,:P:?--
.E., Dire for
Division of Water Quality
By Authority of the Environmental Management Commission
Modified Permit No. WQ0006785

Town of Murfreesboro
Permit No. WQ0006785
Issued January 26, 2007
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the expanded Wastewater Treatment and Spray Irrigation facility for the Town of
Murfreesboro, located in Hertford County, hereby state that to the best of my abilities, due care
and diligence was used in the observation of the following construction:
lining the existing dual lagoons (volumes of 14.8 MG and 15.1 MG for lagoon # I and ##2,
respectfully) with 60 mil HPDE liner, the addition of a third 50.1 MG storage lagoon lined
with 60 mil HPDE liner, a storage transfer pump station consisting of dual 1,950 gpm pumps,
approximately 2,270 linear feet of 12-inch irrigation force main, distribution piping for spray
irrigation onto 52.1 acres (irrigation zones 11, 12 and 13), and modification of the existing
spray irrigation field to add approximately 3,390 linear feet of groundwater -lowering
ditches/trenches with associated drainage piping and the reduction of 63.5 wetted acres to
57.8 wetted acres (irrigation zones 1 — 10), in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature:
Date:
Registration No.
Mail this Certification to the: DENR/DWQ
Attn: Ken Pohlig, P.E.
Construction Grants & Section
1633 Mail Service Center
Raleigh, NC 27699-1633

'RR iiON. SISTPM NOI'P„S.
I
!. SPRINKLER SPACING IPf ALL FIr'_15 IS 50' X 5V.
r r_' +!
' 2. FOUR SPR.,.KLER TARE E USED'
2•
E -- 6 GPMI- AT 5" RAD!USJ:
'.RRIGA"ICN UNE
'�-
G - 3 GPM# AT 43' RAOIUSz
EP - 3 GPMx PART
-CIRCLE AT 40' RA014S+
GP - 1.5 CPM* PART CIRCLE A7 35' RAD!,,'U
F-L CI:}CLE SET-e='•-
EP Dp ••p
S CCLgDINATE5 FOR STAKING PAINTS ARE GIVEN CN
PART L-.CLc .'.'PR;.• ry
met---`-
-1qE MAIN HEADER IN -EACH 2GNE- AUTOCAD BRAVNGS
_
4ft'_L 9E MADE AVAILABLE TO THE CON1RAC-DR FOR
ZONE VALVE
--�4-L
ANY ADDITIONAL POINTS NEEOEO FOR STAKING THE
IRRIGATON SYSTEM,
DRAIN
--siL1
C CLEAR-kG AND LIMB TRIMMING ALONG THE IRRIGATION
LINES WILL BE AS SHO1W4 ON THE DETAIL ON THE
ZONE OCUND.AR''
---�
MI52ELLANECUS DETAIL SHEET,
5. PIPE WFS THROUGHOUT THE IRRIGATION SYSTEM ARE
AS SHOWN CN THE PLANS. REG3CERS FOR CHANGING
THE PIPE SIZE SHALL BE LOCATED IMMEDIATELY
Ok,WNSTREAM OF THE SPRINKLER WHERE THE SIZE
CHANCE OCCURS
n r ,I 1!
f
.
H .
t I!
-
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9G 24 n i � a • J, \ h
coo Ik
a�5=-.
sRAICf'-04
Gv?� �fP EP fP EP
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;,5• .h EP R/� EP \\ --� J ��..---- •^7'I z
.i.S• �'// r /� ! 5' I-5" 1.5'
/ o; 4 {°,.5• g• E HP HP - ....,�_ EP
Y� PROPER.
f`EP Ev �RIGAICN PER!IAETERT! `P57 �zo
•�lT 1.S" !.5' !,r'
P1TbIK H N H
EP F - E E E E f E I EP p Efl [ E f E f E
15" 1.5' !Y i.3' 13, .5' !.� 1.5' "5' ` 1.5-
� � .S' t2i• 1,5' t-5' 1.3' 1.5' 1.5` ! S 1.5' 1 i !" I I .4 t�� i �
k ry
r LE IE _ E E _ E E E E E E E - E _Ak
EPI
f i-5 ! 3' 1.5" 1.5' ! S" 1.5' IS' 1 5" 1.5, .3'r +, S'
E IE` iI. E _ E E E £ E E E E, E E E E �/ E� YI I , J /-'•
\ � �ZO 13 15.9 ACRES :/ // EP EPA,`
� ' I
2' Y ?" E.S' I.5• l.5" I.5• I.S' 1.-5" 1-5" I.5" 2" 2' ?" �S' I/ !.5' 1.5" I.S�' I,5" 1.5" i.S' t.5' ,.5' 1.5 t9• I.S' !.3 y I
1r 12' 9G' mI,, AA; jl r
( 12-x O EDL'GER A'f
/ H GE IR TIGWT' F C ':E E IF, ac IF { E E E _ F E/31
( �G• r ! b" :.5' ?.S" 2' 2" 2" 2- 2' 2" a I S:L ?• 2' 2' 2' !c5• '' 1.5" +.5- 1,5" /
�jrJF n ID' ` 1U' 17 :O" i�' \ 14' 10' to" 10" 4 Iv' 8" 5' -. 8' 6' S' 8' S' B" 6' ` e' 6' 4 6' 6' S" 4" -''I 3" 2' S. i.5"
1 ti f or 742 v - _ r
1,5, t-5' .5' ! s• 747 1 /
r PT i6l) : Q. HP HP H k /� 1.5' r,g" i 5" F = i S' 1 5' 5_ 2 9' 2 T i" 2' i I,S' 1.5' I,S"� �' S 5' 1.5" ,,$• < 1 5' 7 1.5' S': '.5' 3.5'
! C E E {
c _ E F. C /.E f�"E E [ E E� E EP
I�5' 1.5' T.5' ',5' og• t5" !.5_ 5' 'S" !.5' L5' 1.5•`/ L`- Its- r� / ! " '
T.5_' 1 / - ( _ z- ..9, :s' !s• L5• '.�' !-5' !,�� 1.5" 15�,' ,;o
6P E _ E E /' " EP E E E _ = E C E
i 15 I i �5' Lj• !-5'�-_ t'Y- j 1.5' t.S' � 1.5' ,,5' 1,5- t,� 1.5" Is, 27 _ c5" j- !-5• :5' tb' t.5' 15, /•..\ :r !.� :5" //
N H 4 H / EP ii {P� - EP EP EP �'Lv - _ �•"� ��,
��i _ E : E y - EP � -'.. fP F EP EP
`a+b�I �\�\' r5' cS' :.Y 1.5• �5. V.5 ^. � �� �
1` NEp \ EP EP
5 t5 PT 759 '�_' _ O ��- ' ' '_ -- -'_"-- -_. _ �t` r • ,� // _�
5
7T 23T ` xy / �; :✓< �•- �_ _ _ EP
`^�I'`?-� � �1 � x4dE � r /� r /r 1 � u, f , �/ r f � •'1 y,4.
t9 _�. .-�i� - 1 , • �J PS` /` /J • •' ^ PTO ]f°O NORM FAST
3A SPIKE 9D,H5S.55 2.56_.m, 33
34A SPIKE 990,523156 2.56S976.07
SPIKE 968,666.71 Z565,33c56
�� l��^' �l 13y° • f '�� v � f " 5C3 5PrKf 969 3D475 2.567-567 ]3
al
$P,KE 96a.971. 73 2.56gI5q ES -
$PIKE 9KC 0 T1..65 79 2 565.513,99 '
// ' r' 2El yEVC.E� \ \ / //f x9� ':''". • ,/ 7 f<'9 SPIKE 9VVS 30 2.5553D5 ]2 � •,• '•
y \ mmm
a!23' SPIKE' 36B,659a 2,585,83d 02 2."36 "+PIKE 99B,'BG.Ia2.565.46256 ��`,�},2237 SP!kE 96$ECS.37 2.56"S;..`.85-mWWM�
a15z sPIKe 9as..ss4.la-rd. DLx i
R: A'h^V FIELDS
j 1 G
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ka�R�\
742HEADER99825756565.304.ES
.,45��..--1 h�� a!:"W� '�� / _ / ` '43 HEADER 968,?56, 36 ?.5e�,l6a.a5
PE•, S;CN^s
12/27/20G8 -
REVSD -ER
CGL COMMENTS
O
ne
O"
Ul �
w 9 ET7
W�-
LL 0 N
D R 6-
U- Ch
02u
:
d
zc
O�
u..
GRANN B'f .GQG
GHECIiED 6`r GRG
P!PGd No 02017
!7ATE DEC. 200h
b
F T 18_
ri

P70POSED F,RAINAOE DITCHES
?ROPCSED �Rr11 i L YE t----'•� ��.��
Ca
J S17 Frr;_ \
I y,
PR FOSti J EiA!ti AO D! TCH
DF..A''d
PRC-PEF FY INE —^'r�� f ` .�•� 'r ' ��' .
u
EP�D ST-'fK-'vMRE rE. E
fn5 eI
GC�i 1cfM rlurt�dEt di" Sd In ff� FANSFER PUMP
STATiGN. SkE
5HIEET .0
CROM
Ex15r.`< I-A0-O,N
r CR �E MAIN.
!NLE` STRL=jRE
SEE SHEETS 15 &: io
14j
4
,--PRCF•^SE,D IRR!C=AI'iGN
FORCE MAIN
f SEE SHEETS 3 Az 5
4 — SVE SHEET 3 I
JI r�'h•;GA
r
�.. SG4TF•�O.K$
f n `�GPpgeO I $is- SNF-, S
SE,r
m t
I t�
r '
f
M1�' 1lFHERRIFI R;I,E7
r ~�
r
c \
f/4 REST AREA
L
i.: AS s-164.
N
e
i SCALE: iT� _ 4v '
F
f
6/27J20C& -
aDDM A0:7I':iNAL
'ME7LNL15
REVISED PEP.
Ca COMMEtiTS
SprLLy I-rr;3
pfLrla7:1
^,RAWN BY 6Q6
CkECKEO 6— GZG
�Rcl N0. OM12
JA.7,�:. 2006
2 18
S +E OF

DUMITRCL PCIt�I_z
Pi
'JESC.
NORTH
EAST
Ii.31I:A_Tif7f: S': STFM �Ic :[S:
V4
sf'xL
'a30.953.55
1.565,301.33
f. SPPiNK•_ R SPACING IN ALL PELES IS =.`.-' Y 5C".
375
SPp,S
98E.SaIi
2,565.93L `B
2. FOUR SPR!NKLE.R -TY ES ARE USED:
14f3
SPIKE
488,7E..;
Z, 65,505.32
E 6 GPM± AT 50' P.AC..iS3
323E
SPIKE
98E,7AG.34
?585,i62S3
3 GPM± AT 48' RA,EL'S±
222?
SPIRE
Ba8,a0E.37
2,s65.561.56
_ 3 GPM± -^ART-CIRCLE AT 43 RAC .;,:i
I".^ P Ire"'
- IRRIGAT! N FI
GP - !.5 GPMf PART CIRCLE AT 35' RADiUS3
P7/
pESC.
NORTH
NORT5?
EAST
3. COORDINATES FOR STAK NG POINTS ARE G14EAI ON
TrnE MAIN µEADER IN EA_l 70NE- AUTOCAD DRA*INGS
7a0
741
HEADER
hEAG[R
A9
989,a92.7s
2.5AS74C.52
2,56a.96'. 45
%it 8E MADE AVAiLAStF TO THE CONTA7ACTGR FOR
756
HEADER
989.003.C7
?.5&5.29`,09
ANY ADDiPONAL POINTS NEEDED FOR ^a TAKING THE
759
-EADER
98a,592.Cfi
?555,54355
FRRIBATION SfSTEM-
750
HFAotR
983.911133
2,565,736.4E
4, CLEAR°NG AND kikl3 TRIMMING ALONG THE :RR4AP.ON
LINES WELL RE AS SHOft ON THE OETAfL ON THE
,MISCEL LAN 700S RETAIL SHEET.
5. PIPE SE7ES TMIRO!:G'iCUT T-E `RRIGA^,)N SYSTEM ARR
_ ✓! r - -- --- ------------- _ _. _, _.__tl _ _ I _ AS SHG'JM ON THE PLANS. REDUZERS FOR CHANGING
THE PIPE
/ __.-� - �G, a4ic= -'-- ___.---r}_.,.. w.-.-._.__1 tr1 ==- TT.fi __ w DOWNSTREAM
DIC SPRINKLER ER W' EOTAF �i'.
_ _ ,.z•}_ LOCATED
/ CG
l' WE FENCE -/ 1 �2 E OCCURS
-
1f 12' SDR-21 P4C IRRIGATION FORCE MAIN --' 1 $ILT FEN E 2 - 12' 45' C E 1 '
- -_ _- -_ - K Nc ^ - ! , RRIGADON LINE i 2
t AION ki4E'rYA�
1 --mot,`. ��. �^-' `�N I l` I` IRRIGA ION LINE 0 2
s_
f
E OR
P
_ _ _ _ -�_-_- - - -- - --- _ _ �.-. mac_ _ -- PART .LE SPfi,AKLER
E'M°�M1lG mk. DR:+rEw,. � ✓' , c4j�.�' CIRi � oR
,er , ?ENE 44Lbc �-
/ _-' _--�._ -._•. - TFSS'N4-`AF:NAG .3i '--_....�_ __` _�- _ ..� _ Esf5'YvC DRAINA' DITt:I - .--�. -._ ' - \-T C.RA4t7
CGP%mlSiG��o J 'a ' �" _ z-N:- BOuNOAR`' - - - -
kGPE CLLVERrS
� % IPRIGATa �ERIMt:'ER � �' -'� '---� ' -- tz' S_ .- :,: PvC :3s ;.AT7N KING-
�•`�� _.__- ° ._r• i CP G.°`.` ;P CA,/ ;P JGP_: \ IR:iIGA.':J.Y
\` CF SP GP GP CP ;p iP ;,P GP GP CP E7 _ -
\\\\ 15" 1.5' 1.8 t 5 ' S" f 5' is L5 1.s" - 5.5' � 6• t5' „ '.,5' S L9 t:5•,
G I G5. EP it
_Ep 4It
r I-5• t.9" f.5' L5• i.5 1.S' 1.5' t.S' 1.5" _ i ! j � E L Y �.
G c c c G c G 6 � c G I G r l :.s
5 5 s' s° is' Js' J s' s' 31 •'y 0 1 EP - ty
7- a
4,1 6" 6 6 6 6 S' H_ 9' 6' A' •id• B• I _ 'S" _ _ I.S_ _. \\
2` 'L• . !a- t 9' •.5' '.5" ;,� ' s E
6 ;,3'' P ;160 C S' . I 'I
RP '
ly
s - ZONE 118 11.82 ACRE
� c`"� 15 � � c ca f �' ♦\ GP I, ^ ! y .� ,�• I NA
P IG C I is G 1, r, 3 r.:P {( \` I; z• �'i ,.5_
z t 5' +s• �1• Ls• , _ ,Z� , s• a' � xG 1 ' i' BR. , r: h !
-- ' ✓�5- I,5'� \ j / J NS."•A {A ,�,ry W OP nG•CEN#b .3. 4 / r
! G r, \♦ r Y 1 i0. J.
, f t 'a• 1 • asp Ls• /
7.2
5 l t.S• V.5- 5' :.5• k5• ,.5; v.5'. - - 1R'
2.
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V` r�� fff 1 P h 3�•'S• M 3^
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;a GP -y 1
AS- 15" 5'"t- I 5" -.5` t � > 5 ! 5' 4 1 ' S• '.5` r
V..�
5• , 5' - 5-� t 5� , 5' , 9" �.
jp.3THu„tN vEw L'Ew E AND
ENO SILT FENCE
r EY 511NG s.TDGK_ 1, FT"IGE
%9EWN RELGC�TED ! \ EYIS;ttiG STDCK-WIRE i \ PT 4:tt9 i _ C0.A%Ns
1 ( STGGIL_.IRE cNCE X- FENCE TO 3E RMOLi.D i • �•'\t/ _; -
-E%1ST. M41i GRevEL-
1 kPN l2' fiPE y 4
1 pg yEWaY i l 7- W/P:
( l j Ef 7OR 0'EF F '�J .Lp^e:+ `"'4,\�' ��,.� �� �..�, . • 'Yr'
PDMR ^P -. Y� ,.� .�- CLEra''.�� LRFIT��
}.. _ .< r am '^_. �;^ - ••+I T_E __ ~' _ �_ P. 3,9 P- 334 L0
_F_ a- L P FE'tiE a y _.- _ -
t54 FROMx „SEER ST , .2SF
-�1NG iRRIW7:ONJ .E.TTMENT _AGC.3rr 5"t J
PUM4 57A'ICN ,--r
Ff J pwG ARE 4 Le{:S Ai+" SkT �'� . - - 1 .�-�� «�_`.•+, \
,Y.A'.Et PAR aR.,.L
a Aal:s; XX
SCALE: 1 " = 60'
REVIS!ONS
12h7/2c06 -
REL45EC PER
CGL COMMENTS
z
08
�•0 0
1 i 1 E`
(� o
LL
W m
zZ
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dL
[x o
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C4
Lu
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ERAWN 9Y GWI.
CNECMEG a, ERG
PROW NO 02012
DATE "DEC.2006
$y4 [D8

F
CbA1T,4CL P;,rii?5
nEcr unP.-_
Tic•
1
341
SP<E 99P,95.7.55
2.565,3O1.DJ
375
SPKE 990,628,58
2,584.538.07
i
SPIKE 588,696.71
2,565,530,56
503
SPIKE 989,34175
2,567,42162
loo
:cot
1002
SPIKE 9S8.071 ?3
SPIKE
2,564,423.8Y
1799
9$9.029.-9
2, 584.109. 55
IIL I S NG
IRRk^,A'.1CN 5Y5'EH ,2rEr,0
1119
SPIKE 887,d21, 7,9
SPIKE 980. 64._O
2,565,5S7,94
RIIt]Y
IN R' Y 56
!, SPRINKLER SPACkNC �N ALL F'ELOS IS $
5FA
2"
�-
`637
SPIKE 988,65164
2,555,505,32
2585.638.02
Z, Pb1R SPRINKLEA TYPE$ ARE NSEp:
IRRIGATGPF LVIE
y
22J6
SPIKE R88-78c.I4
2.56S,4c2.56
E - IT GPM4; AT 5V RADII
G - 3 GPM* AT 48' RADIUSk
Et._' L CTRL7i SPRINKtz.R
p9 G
-o-
S
22J7
WI KE R85.1FIE37
2,5fi5, 58T.56
EP - 3 GPui PART -CIRCLE AT 40' RADIu3S
"P OR GP
3152
SPIKE 989,3547R
2,5Er,564.85
GP - iS GPM* PART CIRCLE AT 35• RAOIUS-F.
PART CIRCLE SPRINKLER---
my,
3. COORDINATES rCR STAKING POINTS ARE GWEN ON
?AS KING PGI TS - IRRIGATION
Ff
ME Mwn' HEADER IN EA0A TONE, WTOCAD ^_RA'A'Nc5
2ME `WALy2
I,
f 'y'
PT/
DE=
M.
EAST
w1LL BE MADE AYMEARLE TO THE CDNTR4CTOR FOR
ANY AOINTIONAL POINTS NEEDED FOR STAKING THE
DRAIN
----e0
4
.�..•�- x
134
735
HE4GER
HEADER
DS9.76373
.
989.40390
2.565,051,2E
2,567.4-N7
IRRIGATm SYSTEM
4. CLEARING AND UMB TRim IT40 ALONG THE IRRLGATICH
ZONE 601}NDARy
---,
�1
l
\,_.•
736
73%
HEADER
HEADER
4SR,555.96
989,4smA
2.565.995.91
2,566,334.1E
UNES WALL RE AS SRCNN ON THE DETAIL ON SHE
WSCELLANEou$ DETAIL SHEET.
MDNITORWG
WELL
q�
738
]9
HEADER
hEA9ER
HE.SDfR
989.428.01
9B0.233.6J
989.614.29
2,56fi,423. TZ
2.566,7T2.'7
5. PIPE %ZES MROUGHCUT THE IRR16AT19N SYSTEIR ARE
AS SkOWIf f,N i!1[ PLAYS. REDO" FOR ':Y WGINC
"i7NE PoPE SIZE
7j
"I
SCALE: I
_
2
gt
,54
7"
HEALER
R89.558A2
2.%6.788.85
7.56EA2a,32
STIALL BE LDCAIEL fuM£DUTELY
GLTIIMSTREAM OF THE SPRINKLER WHERE THE
7• - �-�� -.'�;�
.{
TS7
HEADER
?88,61�'.4
2,585993.74
CHANGE OCCURS
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f =` ��
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1
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--- ----
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C7 rr� GP VtR. •
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fl
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C GP
CP GP GP
Gp
GP
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CP
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{7 IRRIGATIOF4 PERIMETER
-CP ---
_
®-
15"
T15
I.S"
+, 3• / ]. <, 5- _ +.5" 1.5-
1.5' :,5` 15`
IS
I, 5' A.3'
1-5 -' t,s'
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1,5"
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15.
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REVISED KR
CGL COMMENTS
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ACGED VON_
WELL k146-1:
ry
00
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s.
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CONTUL POINTS
PTp DESC. ':Ol EA cT
309 SPIKE .,953.55 2. 565,301.33
344 SFiKE 990,678.56 2,5E4,63R.:f7
375 SPIKE l4aIl 6.71 2,56!i 5u .z
503 SPIKE 989,304.75 2,567,587.33
1007 SPIKE 988,971.73 2.564.4-13.82
1002 SPW( 989,029.65 2,564,17R.55
1399 SPIKE 987,821,79 2,565,513,49
1419 SPIKE 988,764,.1D 2,165,505.32
1637 SPIKE 138. 2,555,638.02
2236 SPIKE 988,78GA4 2,565,462.58
2237 SPIKE 981 2,565,561.56
3152 SPI 969,35. 18 2,587,564.85
rR !N PC'JT_iRRI A 7 0 N FI^ L _
PTp DESC N )A?H EAcT
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745 HEADER 989,277,66 2.564,125Ad
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r ILT END SFENCE AT CLEAR 1,h' BEHIND F)OSTING FENCE `\ `I
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!I S TA'LED AND R Fi;_LED. INS ALLED AND REFILLED.
SEE SPECS FOR C0i4STR,_;CTIC v SEE SPECS FOR CONSTRI ICTIC
SEQUENCE. SEE 1984 AS—SUILT ' :! SE&JENCE. SEE 198-1 AS—BO!LT
SHEET 1 -OR MORE DE I AIL OF ' •! SHEET 1 FOR MORE DE -.AIL O
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-S 20.0i. T'.'P ELEVATiC-N OF THE CENTER IRCI'J P!PE A• ELEV. i3.79
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STORACL TRANSFER 111
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54 L.F. 18" OJP PLIM,-
STAPON INFLUENT 9 f + D PT 71p—
0.20% GRADE (,
NV IN 7.00)
3D I.F t2" a1P
OVERFLOW FR{7M TPEA 134ENT r j I
LAGC3Pi TO SfORA.;E LAGOON iE !
INSTALL LE'l AT tL. 17.5 j
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SCALE: 1 " - 5,0' `
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CHECKED BY WG
PROD NO. 02012
CA:-E/j DEC - 2006
SnEET IU

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FRCM TRANSFER STATION
To TREATMENT LAGOON J2
ELECTRICAL SERVICE
POLE (SEE DETAIL)
8' ,PUMP STATION DISCHARGE
STORAGE TRANSFER
PUMP STATON
SEE OETAILS
54 L.R. W DIP PUMP
STATION INFLUENT 9
C-20% GRADE (INV IN 7.30)
3'• LF. C2" L P-
OVERFLOW FROM TREATME•7
LAGOom TO STORAGE LAI: )
INSTALL LEVEL AT EL. 17.5
t
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AC. TO BE FILLED
FT 727 Q
PT 12�
PT 728 6
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\F STOCK -WIRE ENCE R R STfr-K-?IR£ FENCE
CLEARING :1t;F Ae,O 5147 FENCE ,.'X _✓
CONTROL P[IN j SF
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3C9 SPNCE 99C,953-5 % 2,5g5.30S. ;3
344 SPIKE 990,628,56 2,564,838.07 TO
N RIVER -
TO MEN_ RIN RIVER
375
SPIKE
98' 686.71
2,565,530.56
503
SF r(E
989,31.4 75
2,567,567.33
1061
SPIKF
988.97173
2,564,423.82
STAK!NQ
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1002
SPIKE
989.029 oS
2.564,10.65
+399
1419
SPIKE
5P:KE
S07.82'.79
988, 764.30
2,565,5l3.99
21565,505.32
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1657
SPiYE
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2,565,638.02
!
RAO]US 988,4d1 T3 2.565,812-5'1 `, j--� j
2236
$P'dE
988.78C,54
2,565,462.58
7
727
RAC'US 9°8,.•:.25 2,5E5,716. 45
2<'37
SPIKE
986,805.37
2.565.561.56
'28
49
RAL'.h 96.,936 25 2,565,599.;', 4�-
3152
SPIKE
989.354.18
2,567,564.85
PAC- ;S 988,'3L, 58 2.%4.728 69
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Ex;STING DITCH
0 312 AC. AfMAND AREA
TO REMAIN UNDISTDRMI)
�1 ';STALL TREE PRGTECTIOy FENCE
50' OUTSIDE WETLAND 90UNOAR.-
4 !� GC NOT CLEAR W7TI-'V FENCE
9:_,.'•7ARY
iv 'fiC L.F. '•?'`•,n..,a -35
P.'Z; '..�Ai.v 9 0'57
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'7'
160 F- ; 2" SOL
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12/27/2C0
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DRAWN FLY GRG
,;HECKED Bvf2G
IIROJ NO. 02012
OA; E DEC. 2CJC1Q6
SEE' F

Y
Town cif i%lurfreesboro
Permit No. Nk'Q0006785
Issued January 26, 2007
ENGI R'S �TIFICATION
1, G • 1:;�tgbtyt` & lea l/1 ~ , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe 4eriodicall /weekly,%full time) the
construction of the expanded Wastewater Treatment and Spray Irrigation facility f6t the Town of
Murfreesboro, located in Hertford County, hereby state that to the best of my abilities, due care
and diligence was used in the observation of the following construction:
lining the existing dual lagoons (volumes of 14.8 MG and 15.1 MG for lagoon # 1 and 02,
respectfully) with 60 mil HPDE liner, the addition of a third 50.1 MG storage lagoon lined
with 60 mil HPDE liner, a storage transfer pump station consisting of dual 1,950 gpm pumps,
approximately 2,270 linear feet of 12-inch irrigation force main, distribution piping for spray
irrigation onto 52.1 acres (irrigation zones 11, 12 and 13), and modification of the existing
spray irrigation field to add approximately 3,390 linear feet of groundwater -lowering
ditches/trenches with associated drainage piping and the reduction of 63.5 wetted acres to
57.8 wetted acres (irrigation zones I — 10), in conformity with the project plan.,
specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature: V Registration No. ) 00
Date: U - ?, ?) eon
Mail this Certification to the:
DENRfDWQ
Attn: Ken Pohlig, P.E.
Construction Grants & Section
1633 Mail Service Center
Raleigh, NC 27699-1633
RECEIVED / DENR I DVVQ
AQUIFFRpROTECTION SF-0,0 V
```1,01%J1111Hfrll,r
�- 'XN CAR '''%
0
61 Essra9
�'Q- r f
PER,T �0`'''�`� 08