WQ0019907_Final Permit_20070510

�OF 1i1 A 7- RQ Michael F. Lasky, Governor
William G. Rnss Jr., Secretary
CONorth Carolina Department of Environment and NAtural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 10, 2007
Jimmy Powell — Deputy Operations Manager
Onslow Water and Sewer Authority
P.O. Box 1415
Jacksonville, NC 28540
Dear Mr. Powell:
Subject: Permit No. WQ0019907
Holly Ridge WWTP
Wastewater Surface Irrigation
Onslow County
In accordance with your permit renewal request received February 12, 2007, and subsequent
additional information received March 8, 2007, we are forwarding herewith Permit No. WQ0019907,
dated May 10, 2007, to Onslow Water and Sewer Authority for the continued operation of the subject
wastewater treatment and surface irrigation facilities.
This permit shall be effective from the date of issuance until April 30, 2012, shall void Permit No.
WQOO19907 issued January 19, 2007, 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. Please note the changes to the effluent monitoring requirements in
Attachment A.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Mattliew Fleahman at
[phone] or [e-mail].
Sincerel ,
Z�Alan W. Klimek, P.E.
cc: Onslow County Health Department
Wilmington Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files
LAU Piles
N AhCarolina
atura!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet: www.ncwatergualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
SURFACE 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
Onsow Water and Sewer Authority
Onslow County
FOR THE
continued operation of a 260,626 gallon per day (GPD) wastewater treatment facility consisting of
headworks with a manual bar screen and grit chamber, influent flow measurement with ultrasonic flow
meter; a 1.82 million gallon (MG) treatment lagoon with three (3) aeration cells (cells I & 2 each have
2 -- 25 horsepower (Hp) aerators with anti -erosion baffles, cell 3 has 2 — 25 Hp mixers with anti -erosion
baffles), a 0.49 MG settling cell; an ultraviolet (UV) disinfection system; a 22,400 gallon aerobic sludge
digester with a 2 Hp aerator and 3 Hp discharge pump; an effluent pump station with duplex 450 gallon
per ;minute (GPM) pumps; and 17, 900 feet of 8-inch force main;
continued operation of a 224,673 gallon per day (GPD) surface irrigation facility consisting of a 13.30
MG storage lagoon (51 days storage); nine (9) spray fields consisting of 87.07 wetted acres, and an
irrigation pump station with dual 700 GPM pumps and effluent flow meter; and the
continued operation of spray irrigation field 2A-I consisting of 6.35 wetted acres;
to serve the Holly Ridge WWTP, with no discharge of wastes to the surface waters, pursuant to the
application received February 12, 2007, and subsequent additional information received by the Division
of Water Quality (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.
This permit shall be effective from the date of issuance until April 30, 2012, shall void Permit No.
WQ0019907 issued January 19, 2007, and shall be subject to the following specified conditions and
limitations:
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I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
1. Within sixty (60) days of the issuance of this permit, 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 mariner and made of such materials that the
monument will not be destroyed due to activities that may take place on the property_ The maps and
any supporting documentation shall be sent to the N.C. Division of Water Quality, Aquifer Protection
Section, 1636 Mail Service Center, Raleigh, N.C. 27699-1636. The permittee is responsible for the
geographic accuracy of any map submitted, however produced.
2. No later than six (6) months prior to the expiration of this permit, the Permittee shall request renewal
of this permit on official Division form(s). Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
IL PERFORMANCE STANDARDS
I. The surface irrigation facilities shall be effectively maintained and operated at all times so that there
is no discharge to the surface waters, nor any contravention of groundwater or surface water
standards. In the event that the facilities fail to perform satisfactorily, including the ereation 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, such as the construction of additional or replacement wastewater treatment and disposal
facilities.
2. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Supply) and any other state and local laws and regulations pertaining to well construction.
4. Effluent limitations shall not exceed those specified in Attachment A.
5. Application rate(s), whether hydraulic, nutrient, or other pollutant shall not exceed those specified in
Attachment B.
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6. The compliance boundary for the disposal system is specified by rules in 15A NCAC 02L,
Groundwater Classifications and Standards. This disposal system was individually permitted on or
after December 30, 1983; therefore, the compliance boundary 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 excecdance of groundwater standards at or beyond the compliance boundary is
subject to remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement
actions in accordance with North Carolina General Statute 143-215.6A through 143-215.6C.
7. The Permittee shall apply for a permit modification prior to any sale or transfer of property that
affects a compliance boundary to establish a new compliance boundary.
8. In accordance with 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall be
constructed within the compliance boundary except as provided by 15A NCAC 02L .0107(g).
9. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure that any Iandowner
who owns land within the compliance boundary, but who is not the permittee, shall execute and file
with the Register of Deeds in the county in which the land is located an easement -running with the
land that contains the following items:
a. A notice of the permit and number or other description as allowed in 15A NCAC 02L .0107(f)(1);
b. Prohibits construction and operation of water supply wells within the compliance boundary; and
c. Reserves the right of the permittee or the State to enter the property within the compliance
boundary for purposes related to the permit.
The Director may terminate the easement when its purpose has been fulfilled or is no longer needed.
10. 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 02L .0106.
11. 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 drainage ways or surface water bodies,
e) 50 feet between wetted area and public right of ways,
f) 100 feet between treatment/storage units and any wells, and
g) 50 feet between treatment units and property lines
12. The following buffers shall be maintained for spray field 2A-1:
a. The setbacks for Irrigation sites shall be as follows (all distances in feet):
i.
Any habitable residence or place of public assembly under separate ownership:
400
ii.
Any habitable residence or place of public assembly owned by the permittee:
200
iii.
Any private or public water supply source:
100
iv.
Surface waters:
100
V.
Groundwater lowering ditches:
100
vi.
Surface water diversions:
25
vii.
Any well with exception of monitoring wells:
100
viii.
Any property line:
150
ix.
Top of slope of embankments or cuts of two feet or more in vertical height:
15
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X. Any water line from a disposal system:
10
xi. Subsurface groundwater lowering drainage systems:
100
xii. Any swimming pool:
100
xiii, Public right of way:
50
xiv. Nitrification field:
20
xv. Any building foundation or basement:
15
III. OPERATION AND MAINTENANCE REQUIREMENTS
1. The facilities shall be properly maintained and operated at all times. 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. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0507 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
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 08G .0200. The ORC shall visit
the facilities in accordance with 15A NCAC 08G .0200 or as specified in this permit and shall comply
with all other conditions specified in these rules.
I A suitable year round vegetative; cover shall be maintained such that crop health is optimized, allows
for even distribution of effluent, and allows inspection of the irrigation system. The permittee shall
use either coastal or common Bermuda and a small grain overseed for a winter cover crop.
4. Adequate measures shall be taken to prevent wastewater ponding or runoff from the irrigation field
5. Irrigation shall not be performed during inclement weather or when the ground is in a condition that
will cause ponding or runoff.
6. All waste application equipment must be tested and calibrated at least once per year. Records of the
calibration must be maintained for five years.
7. No type of wastewater other than that from Holly Ridge WWTP shall be irrigated onto the irrigation.
area.
8. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
9. Public access to the land application sites shall be controlled during active site use. Such controls
may include the posting of signs showing the activities being conducted at each site.
10. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Pccrmittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0508.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the spray field lagoon shall not be less than two feet at any time.
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13. A waste -level gauge, to monitor waste levels in the spray field lagoon shall be provided. This gauge
shall have readily visible permanent markings indicating the maximum liquid level at the top of the
temporary liquid storage volume, minimum liquid level at the bottom of the temporary liquid storage
volume, and the lowest point on top of the dam elevations. Caution must be taken not to damage the
integrity of the liner when installing the gauge.
14. A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment), 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.
IV. MONITORING AND REPORTING REQUIREMENTS
Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
2. All laboratory analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified by the Division for the required parameter(s) under 15A NCAC 02H ,0800.
3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR.
The Permittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to. ensure the accuracy and reliability of 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 measurements is consistent with the
accepted capability of that type of device. The Permittee shall keep records of flow measurement
device calibration on file 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, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Permittee at the frequency(ies) and
location(s) for the parameter(s) specified in Attachment A.
5. The Permittee tracking the amount of wastewater disposed shall maintain adequate records. These
records shall include, but are not necessarily limited to, the following information:
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. Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifically
limited in Attachment B for each field,
g. Weather conditions, and
h. Maintenance of cover crops.
6. Freeboard (waste level to the lowest elevation on the top of the embankment) in the spray field lagoon
shall be recorded weekly.
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7. Monitor wells shall be sampled at the frequencies and for the parameters specified in Attachment C.
All ma in . well construction forms well abandonment forms and monitoring data shall refer to the
permit number and the well nomenclature as provided in Attachment C.
Two (2) copies of the results of the sampling and analysis must be received on Form GW-59
(Groundwater Quality Monitoring: Compliance Report Form), along with attached copies of
laboratory analyses, by the Division of Water Quality, Information Processing Unit, 1617 Mail
Service Center, Raleigh, North Carolina 27699-1617 on or before the last working day of the month
following the sampling month. Form GW-59 shall include the number of this permit and the
appropriate well identification number. One Form GW-59a certification form shall be provided for
each set of sampling results submitted.
Three (3) copies of all monitoring data [as specified in Conditions IV. 3. and IV. 4.] on Form NDMR
for each PPT and three (3) copies of all operation and disposal records [as specified in Conditions IV.
5 and IV. 6.] on Form NDAR-1 for every field shall be submitted on or before the last day of the
following month. If no activities occurred during the monitoring month, monitoring reports are still
required documenting the absence of the activity. All information shall be submitted to the following
address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
10. An annual representative soils analysis (Standard Soil Fertility Analysis) shall be conducted on each
irrigation 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 y calculation
Phosphorus
Cation. Exchange Capacity
I Exchangeable Sodium Percentage
11. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (919)
796-7215, 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 dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility; or any other unusual circumstances including ponding in the irrigation field or runoff
from the irrigation fields,
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 disposal system resulting in a by-pass directly to receiving waters.
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d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloading of any field.
For any emergency that requires immediate reporting (e.g., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], [phone], or (919) 733-
3300. 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.
V. INSPECTIONS
1. Adequate inspection and maintenance shall be provided by the Permittee to ensure 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 beep 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 upon request to the Division or other permitting authority.
3. 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 disposal site or
facility at any reasonable time for the purpose of determining compliance with this permit; may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate.
VI. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
2. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
3. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and / or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. 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) that have jurisdiction. Of particular concern to the Division are applicable river buffer
rules in 15A NCAC 02B .0200, 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 02B .0200 and 02H .0500.
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5. 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 on official Division form(s),
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. The
Permittee of record shall remain fully responsible for compliance until a permit is issued to the new
owner.
6. The Permittee shall retain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintain this permit until all permitted facilities herein are properly closed or
permitted under another permit issued by the appropriate permitting authority.
8. The Permittee must pay the annual fee 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
pursuant to 15A NCAC 02T .0105(e).
Permit issued this the Otn day of May, 2007
NORTH LIMA E E AL MANAGEMENT COMMISSION
�.A.lan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019907
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ATTACHMENT A - EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Permit Number:
WQ06_.,j07
001 WWTF Influent
EFFLUENT CHARACTERISTICS
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
Parameter Description - PCS Code
Monthly
Average
I
Weekly Average
Daily
Maximum
Measurement Frequency
Sam le Type
Flow, in conduit or thru treatment plant - 50050
260,626
d
Continuous
Recorder
002 WWTF Effluent
EFFLUENT CHARACTERISTICS
EF'FLUEN'I
LIMITSI
MONITORING REQUIREMENT'S
Parameter Description - PCS Code
Monthly
Average
Weekly Average
Daily
Maximum
Measurement Fregueney
Sample Type
Nitrogen, Nitrate Total (as N) - 00620
Monthly
CoTposite
Phosphorus, Total as P - 00665
Monthly
C011420site
BOD, 5-Day 20 Dog. C) - 00310
Monthly
Composite
Nitrogen, Ammonia Total (as N) - 00610
Monthly
Composite
pH - 00400
5 x Week
Grab
Solids, Total Suspended - 00530
Monthly
Composite
Solids, Total Dissolved- 180 De .0 - 70300
3 X year
Composite
Nitro en, K'eldahl, Total as N - 00625
Monthly
Composite
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
Monthly
Grab
Flow, in conduit or thru treatment plant - 50050
224,673
Sed
Continuous
Recorder
Notes:
3 x Year sampling shall be conducted in March, July, and November
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Attachment , I A Version 070117 1 2 of 2

ATTACHMENT B - Approved Land Application Sites jPermit Number: WQOO19907
Onslow Water & Sewer Authority
Holly Ridge WWTF
Net.
Dominant
Field/Zone Id
Owner
County
Latitude
Longitude
Acreage
Soil Series
Parameter
Hourly Avg YearIj Max
1/lA
OnsIow Water &
Sewer Authority
Qnslow
34'30'09"
77°29'57"
9.82
Leon
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
1/1B
Onslow Water &
Sewer Authority
Onslow
34030'09"
77-29'57"
9.62
Leon
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
VIC
Onslow Water &
Sewer Authority
Onslow
34°30'09"
77°29'57"
8.07
Leon
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
2/2A-1
Onslow Water &
Sewer Authority
Onslow
34030'09"
77029'57"
6.35
Pactolus
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
2/2A-2
Onslow Water &
Sewer Authority
Onslow
34°30'09"
77029'57"
12.20
Pactolus
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
2/2A 3
Onslow Water &
Sewer Authority
Onslow
34°30'09"
77029'57"
11.66
Pactolus
0 12 84 - Application Surface Irrigation
0.12 inches
36.92inches
2/2B I
Onslow Water &
Sewer Authority
Onslow
34"30'09"
77°29'57"
8.63
Goldsboro
01284 -Application Surface Irrigation
0.12 inches
21.84 inches
2/2132
Onslow Water &
Sewer Authority
Onslow
34°30'09"
77029'57"
5.84
Goldsboro
01284 - Application Surface Irrigation
0.12 inches
21.84 inches
3/3A
Onslow Water &
Sewer Authority
Onslow
34030'09"
77029'57"
9.44
Pactolus
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
3/313
Onslow Water &
Sewer Authority
Onslow
34°30'09"
77029'57"
11.79
Pactolus
01284 - Application Surface Irrigation
0.12 inches
36.92 inches
Total j
93.42
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ATTACHMENT C - LIMITATIONS AND MONITORING REQUIREMENTS
Permit Number:;WQ0019907
MW-1 BIMS000723
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Daily
Minimum
Daily
Maximum
Unit
Measurement Frequency
Sample Type
Water level, distance from measuring point - 82546
3 X year
Calculated
Colifonn, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Solids, Total Dissolved- 180 De .0 - 70300
500.00
m /l
3 X year
Grab
Chloride as Cl) - 00940
250.00
m l
3 X ear
Grab
Nitrogen, Ammonia Total as N - 00610
3 X year
Grab
Nitro en, Nitrate Total (as - 00620
10.00
m l
3 X year
Grab
H - 00400
6.5
8.5
su
3 X year
Grab
Phosphorus, Total as P - 00665
3 X year
Grab
Volatile Compounds, GC/MS - 78732
Annually
Grab
MW-2 BIMS000724
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Parameter Description - PCS Code
Daily
Minimum
Daily
Maximum
Unit
Measurement Frequency
Sample Type
Water level, distance from measuring point - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab_
Solids, Total Dissolved- 180 De .0 - 70300
500.00
I
3 X year
Grab
Chloride as Cl - 00940
250.00
mg/1
3 X year
Grab
Nitro en, Ammonia Total as - 00610
3 X year
Grab
Nitrogen, Nitrate Total (as - 00620
10.00
mg/1
3 X year
Grab
H - 00400
6.5
8.5
su
3 X year
Grab
Phosphorus, Total as P - 00665
3 X ear
Grab
Volatile Compounds, GC/MS - 78732
Annually
Grab
Attachment C Shell Version 070117 Page 1 of 3

MW-3 BIMS000726
CITARACTERISTICS
LIMITS
MONITOI2[NU
RBQUIRIIMLNTS
Parameter Description - PCS Code
Daily
Minimum
Daily
Maximum
Unit
Measurement Frequency
Sample Type
Water level, distance from measj! im point - 82546
3 X year
Calculated
Coliform, Fecal MF, M-FC Broth,44.5C - 31616
3 X year
Grab
Solids, Total Dissolved- 180 De .0 -- 70300
500.00
Mg/1
3 X year
Grab
Chloride as Cl - 00940
250.00
m
3 X year
Grab
Nitrogen, Ammonia Total (as N) - 00610
Nitrogen, Nitrate Total as N) - 00620
H - 00400
6.5
10.00
8.5
--TO
su
3 X year
3 X year
3 X year
Grab
Grab
Grab
Phosphorus, Total as P - 00665
3 X year.
Grab
Volatile Compounds, GCIMS) - 78732
Annually
Grab
3 x year monitoring shall be conducted in March, July, and November; Annual monitoring shall be conducted every November.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the
surveyed point on the top of the casing. The measurement of pH shall be made after purging and prior to sampling for the remaining
parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point
for each monitoring well. The measuring points (top of casing) of all monitoring wells shall be surveyed relative to a common datum.
Attachment a Version 07Ol l7 _,ge 2 of 3

4. Volatile Organic Compounds (VOC) - In November only, analyze by one of the following methods:
(A) Standard Method 6230D, PQL at 0.5 ug/L or less
(B) Standard Method 6210D, PQL at 0.5 ug/L or less
(C) EPA Method 8021, Low Concentration, PQL at 0.5 ug/L or less
(D) EPA Method 8260, Low Concentration, PQL at 0.5 ug/L or less
(E) Another method with prior approval by the Aquifer Protection Section Chief
Any method used must meet the following qualifications:
(1) A laboratory must be DWQ certified to run any method used.
(2) The method used must, at a minimum, include all the constituents listed in Table VIII of Standard Method 6230D.
(3) The method used must provide a PQL of 0.5 ug/L or less that must be supported by laboratory proficiency studies as required
by the DWQ Laboratory Certification Unit. Any constituents detected above the MDL but below the PQL of 0.5 ug/L must
be qualified (estimated) and reported.
If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Wilmington
Regional Office Aquifer Protection Supervisor, telephone number [phone], must be contacted immediately for further instructions
regarding any additional follow-up analyses required.
6. Monitoring wells shall be reported consistent with the nomenclature and location information provided in this attachment.
Attachment C Shell Version 070117 Page 3 of 3