HISTORICAL BEFORE 2020

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
October 7, 2015
MYRON E. NEVILLE — WATER TREATMENT SUPERINTENDENT
ROBESON COUNTY
265 MCGIRT ROAD
MAXTON, NORTH CAROLINA 28364
Subject: Permit No. WQ0015068
Rex WTP
Other Non -Discharge
Wastewater System
Robeson County
Dear Mr. Neville:
In accordance with your permit renewal request received August 20, 2015, and subsequent
additional information received August 28, 2015, we are forwarding herewith Permit No. WQ0015068
dated October 7, 2015, to Robeson County for the continued operation of the subject non -discharge disposal
facility. Please note that this renewed permit shall become effective on January 1, 2017 (i.e. the day after
the expiration date of the existing permit).
This permit shall be effective from January 1, 2017, until December 31, 2021, shall void Permit
No. WQ0015068 issued January 25, 2008, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and B for
they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
For your convenience, customized electronic copies of your facility's NDMR reporting forms are
available for download at: biLtp://portal.ncdenr.org/web/wq/gps/lau/reporting.
Please note the following permit conditions have been removed since the last permit issuance
dated January 25, 2008:
1. Old Condition II.3. —No wells are part of this permit.
Please note the following permit conditions are new since the last permit issuance dated
January 25, 2008:
1. Condition II.3. — Attachment A contains effluent limits.
2. Condition II.8. — Any land owner other than Robeson County owning land within the
compliance boundary must file an easement.
3. Condition III.5. —Similar to Old Condition III.5., but now public access is denied rather than
controlled.
4. Condition III. I 1. — The evaporation/infiltration lagoon is to be periodically dredged.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet htto://Dorial.ncdenr.org/web/wg
An Equal Opportunity 1 Affirmative Action Employer- Made in part with recycled paper

Mr. Myron E. Neville
October 7, 2015
Page 2 of 2
5. Condition IV.3. — This condition requires that the Permittee estimate the amount of water
disposed to the evaporation/infiltration lagoon.
6. Condition TVA. — This condition requires the Permittee to monitor the effluent for the
parameters specified in Attachment A.
7. Condition IV.6. — This condition describes the submission of effluent monitoring reports.
8. Condition IV.8. — Maintenance log required.
9. Condition VI.8. — Permit can be revoked or modified upon 60-day notice.
10. Condition VI.9. — Facility cannot be expanded without variance if Permittee has exhibited
behavior detrimental environment.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request shall 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 at 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 permit, please contact Troy Doby at (919) 807-
6336 or [e-mail].
Sincerely,
S. Jay Zimmerman, P,G, Director
Division of Water Resources
cc: Robeson County Health Department (Electronic Copy)
Fayetteville Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Central Files
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
I.
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
OTHER NON -DISCHARGE WASTEWATER 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
Robeson County
Robeson County
FOR THE
continued operation of a 8,200 gallon per day (GPD) non -discharge disposal facility consisting of
a 130,000 gallon evaporation/infiltration lagoon; and all associated piping, valves, controls and
appurtenances
to serve the Rex WTP, with no discharge of wastes to surface waters, pursuant to the application received
August 20, 2015, and subsequent additional information received by the Division of Water Resources, and
in conformity with the project plans, specifications, and other supporting data subsequently, filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from January 1, 2017, until December 31, 2021, shall void Permit No.
WQ0015068 issued January 25, 2008, and shall be subject to the following specified conditions and
limitations:
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule 15A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02T .0105(d), 02T .0106, 02T .0109]
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H. PERFORMANCE STANDARDS
The subject non -discharge facilities shall be effectively maintained and operated at all times so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities fail to perform satisfactorily, including the creation of nuisance conditions due
to improper operation and maintenance, or failure of the evaporation/infiltration lagoon to adequately
assimilate the effluent, the Permittee shall take immediate corrective actions including Division
required actions, such as the construction of additional or replacement facilities. [G.S. 143-215.1, 143-
213.3(a)]
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or surface
water resulting from the operation of this facility. [15A NCAC 02B .0200, 02L .0100]
3. Effluent quality shall not exceed the limitations specified in Attachment A. [15A NCAC 02T
.0108(b)(1)]
4. This disposal system was individually permitted on or after December 30, 1983; therefore, the
compliance boundary is established at either 250 feet from the effluent disposal area, or 50 feet within
the property boundary, whichever is closest to the effluent disposal area. An exceedance 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. Please note that per a request received December
27, 2007 and made in accordance with 15A NCAC 02T .0105(h), the compliance boundary has
been relocated on the eastern and western sides of the property, so that the existing and proposed
wells are located outside of the compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b),
02T .0105(h)]
5. In accordance with 15A NCAC 02L .0108, the review boundary is established midway between the
compliance boundary and the effluent disposal area. Any exceedance of groundwater standards at the
review boundary shall require action in accordance with 15A NCAC 02L .0106. [15A NCAC 02L
.0106, 02L .0108]
6. The Permittee shall apply for a permit modification to establish a new compliance boundary prior to
any sale or transfer of property affecting a compliance boundary. [15A NCAC 02L .0107(c)]
7. In accordance with 15A NCAC 02L .0107(d), no wells, excluding Division approved monitoring wells,
shall be constructed within the compliance boundary except as provided for in 15A NCAC 02L
.0107(g). [15A NCAC 02L .0107]
8. Except as provided for in 15A NCAC 02L .0107(g), the Permittee shall ensure any landowner who is
not the Permittee and owns land within the compliance boundary shall execute and file with the
Robeson County Register of Deeds an easement running with the land containing 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.
[15A NCAC 02L .0107(f)]
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9. The facilities permitted herein shall be constructed according to the following setbacks:
a. The setbacks for non -discharge disposal sites (e.g., evaporative/infiltrative lagoons) permitted
under 15A NCAC 02H .0200 shall be as follows (all distances in feet):
i. Any habitable residence or place of public assembly under separate ownership: 400
ii. Drainage ways or surface waters: 100
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 50
v. Public right of way: 50
[15A NCAC 02H .02190)]
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,
which at a minimum shall include operational functions, maintenance schedules, safety measures and
a spill response plan. [15A NCAC 02T .0108(b)(1)]
2. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the subject non -discharge facilities, in accordance with 15A NCAC 08G .0200 the
Permittee shall designate and employ a certified operator in responsible charge (ORC) and one or more
certified operator(s) as back-up ORC(s). The ORC or their back-up shall visit the facilities in
accordance with 15A NCAC 08G .0200, and shall comply with all other conditions specified in the
previously cited rules. [15A NCAC 02T .0117]
3. Only effluent from the Rex WTP shall be disposed on the site listed in Attachment B. [G.S. 143-215.1]
4. No automobiles or machinery shall be allowed on the non -discharge disposal site except during
equipment installation or while maintenance is being performed. [15A NCAC 02T .0108(b)(1)]
5. Public access to the non -discharge disposal site shall be prohibited. [15A NCAC 02T .0805]
6. The residuals generated from the wastewater treatment facilities shall be disposed or utilized in
accordance with 15A NCAC 02T .1100. [15A NCAC 02T .1100]
7. Diversion or bypassing of untreated or partially treated wastewater from the treatment facilities is
prohibited. [15A NCAC 02T .0805]
8. Freeboard in the evaporation/infiltration lagoon shall not be less than two feet at any time. [ 15A NCAC
02T .0805]
9. A gauge to monitor waste levels in the evaporation/infiltration lagoon shall be provided. This gauge
shall have readily visible permanent markings, at inch or tenth of a foot increments, indicating the
following elevations: 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. [15A NCAC 02T .0108(b)(1)]
10. A protective vegetative cover shall be established and maintained on all earthen embankments (i.e.,
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 dikes or embankments. Earthen
embankment areas shall be kept mowed or otherwise controlled and accessible. [15A NCAC 02T
.0108(b)(1)]
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11. The Permittee shall monitor the level of accumulated solids in the evaporation/infiltration lagoon and
retain the records on -site. If it is determined that the solids are sufficiently reducing the active
storage/treatment volume of the lagoon, the Permittee shall properly dispose of all residual solids as
stipulated in Condition 111.6. [15A NCAC 02T .0108(b)(1)]
12. The evaporation/infiltration lagoon shall be periodically dredged to remove deposited materials that
may impede the infiltration process. Cleaning records shall be maintained at the facility for a period of
no less than five years, and shall be made available to the Division upon request. The Fayetteville
Regional Office, telephone number [phone], shall be notified prior to each cleaning. [15A
NCAC 02T .0108(b)(1)]
IV. MONITORING AND REPORTING REQUIREMENTS
Any Division -required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sampling reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. A Division -certified laboratory shall conduct all laboratory analyses for the required effluent,
groundwater or surface water parameters. [15A NCAC 02H .0800]
3. Flow through the treatment facility shall be continuously monitored, and daily average flow values
shall be reported on Form NDMR. Flow may be estimated from water use records, provided the
Permittee's water use is metered. Daily average flow values shall be calculated by dividing the monthly
metered water usage by the number of days in the month. [15A NCAC 02T .0105(k), 02T .0108(c)]
4. The Permittee shall monitor the effluent from the subject facilities at the frequencies and locations for
the parameters specified in Attachment A. [15A NCAC 02T .0108(c)]
5. Freeboard (i.e., waste level to the lowest embankment elevation) in the evaporation/infiltration lagoon
shall be measured to the nearest inch or tenth of a foot, and recorded weekly. Weekly freeboard records
shall be maintained at the facility for a period of no less than five years, and shall be made available to
the Division upon request. [15A NCAC 02T .0108(c)]
6. Three copies of all monitoring data (as specified in Conditions IV.3. and IVA.) on Form NDMR for
each PPI 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 Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .0105(1)]
7. A record shall be maintained of all residuals removed from this facility. This record shall be maintained
at the facility for a period of no less than five years, and shall be made available to the Division upon
request. At a minimum, this record shall include:
a. Name of the residuals hauler;
b. Non -Discharge permit number authorizing the residuals disposal, or a letter from a municipality
agreeing to accept the residuals;
c. Date the residuals were hauled; and
d. Volume of residuals removed.
[15ANCAC 02T .0108(b)(1)]
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V
8. A maintenance log shall be maintained at this facility. This log shall be maintained at the facility for a
period of no less than five years, and shall be made available to the Division upon request. At a
minimum, this log shall include:
a. Visual observations of the plant and plant site; and
b. Record of preventative maintenance (e.g., changing of equipment, adjustments, testing, inspections
and cleanings, etc.).
[15ANCAC 02T .0108(b)(1)]
9. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, as soon as possible, but in no case more than 24 hours, or on the next working day following
first knowledge of the occurrence of any of the following:
a. Treatment of wastes abnormal in quantity or characteristic, including the known passage of a
hazardous substance.
b. Any process unit failure (e.g., mechanical, electrical, etc.), due to known or unknown reasons,
rendering the facility incapable of adequate wastewater treatment.
c. Any facility failure resulting in a by-pass directly to receiving surface waters.
d. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
e. Effluent breakout from the evaporation/infiltration lagoon.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. 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
betaken to ensure the problem does not recur. [ 15A NCAC 02T .0105(1), 02T .0108(b)(1)]
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
evaporation / infiltration lagoon. [15A NCAC 02T .0108(b)]
2. The Permittee or their designee shall inspect the evaporation / infiltration lagoon facility to prevent
malfunctions, facility deterioration and operator errors resulting in discharges, which may cause the
release of wastes to the environment, a threat to human health or a public nuisance. The Permittee shall
maintain an inspection log that includes, at a minimum, the date and time of inspection, observations
made, and any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this
inspection log for a period of five years from the date of the inspection, and this log shall be made
available to the Division upon request. [15A NCAC 02T .0108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the wastewater treatment and evaporation / infiltration
lagoon facility permitted herein at any reasonable time for the purpose of determining compliance with
this permit; may inspect or copy any records required to be maintained under the terms and conditions
of this permit, and may collect groundwater, surface water or leachate samples. [G.S. 143-21.5.3 (a)(2)]
VI. GENERAL CONIATIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143 215.6A to 143-215.6C]
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2. This permit shall become voidable if the permitted facilities are not constructed in accordance with the
conditions of this permit, the Division approved plans and specifications, and other supporting
documentation. [15A NCAC 02T .0110]
3. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, Division approved plans and specifications, and other supporting documentation. No
variances to applicable rules governing the construction or operation of the permitted facilities are
granted, unless specifically requested and approved in this permit pursuant to 15A NCAC 02T .0105(n).
[G.S. 143-21.5.1]
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 jurisdictional government agencies
(e.g., local, state, and federal). 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 General Permit NCGO10000; any requirements pertaining to wetlands under 15A NCAC 02B
.0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter 143 of the
General Statutes. [15A NCAC 02T .0105(c)(6)]
5. In the event the permitted facilities change ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate property ownership documentation and other supporting
documentation as necessary. The Permittee of record shall remain fully responsible for maintaining
and operating the facilities permitted herein until a permit is issued to the new owner. [15A NCAC
02T .0104]
6. The Permittee shall retain a set of Division approved plans and specifications for the life of the facilities
permitted herein. [15A NCAC 02T .0108(b)(1)]
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. [15A NCAC 02T
.01050)]
8. This permit is subject to revocation or unilateral modification upon 60-day notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [ 15A NCAC 02T .0110]
9. Unless the Division Director grants a variance, expansion of the permitted facilities contained herein
shall not be granted if the Permittee exemplifies any of the criteria in 15A NCAC 02T .0120(b). [15A
NCAC 02T .0120]
10. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit. [15A NCAC 02T
.0105(e)(3)]
Permit issued this the 71 day of October 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Jay Zimmerman, P.G., Director U
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0015068
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ATTACHMENT A — LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: W00015068 Version: 4.0
PPI 001— WTP Backwash Effluent
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Units of
Measure
Monthly
Average
ent
Geometric Mean y
Monthly Daily Minimum Daily MaiE7
Sample
Type
50050
Flow, in Conduit or thru Treatment Plant
GPD
8,200
Estimate
82546
Water Level, distance from measuring point
ft
Calculated
1. Water Level (PCS Code 82546) is to be reported as the current Freeboard available (i.e., the elevation distance from the surface of the water in the evaporation/infiltration lagoon to the lowest
point of the dam).
W00015068 Version 4.0 Attachment A Page 1 of 1

THIS PAGE BLANK

ATTACHMENT B - APPROVED LAND APPLICATION SITES AND LIMITATIONS
ROBESON COUNTY — REX WTP
Permit Number: W00015068 Version: 4.0
EVAPORATIONANFILTRATION LAGOON INFORMATION
APPLICATION LIMITATIONS
Lagoon
Owner
County
Latitude
Longitude
Net
Dominant
parameter
Hourely
YearMaxly
Units
Acreage
Soil Series
Rat
1
Robeson County
Robeson
34.831586°
-79.018927°
1 N/A
N/A
N/A
N/A
N/A
N/A
W00015068 Version 4.0 Attachment A Page 1 of 1

n
I infitration & evaporative lagoon (34 831586 & -79 018927)
production well (34 831517 & -79 018278)
well - out of,service (34.831225 &-79,019573)
%: 2C *E. Gccgle Goo(( Ic ea 1.
Lmager, Date: 1G'252013 lat 34.831407° on -79.018530° _ 1, R _fie a: IBa ft

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
03
Date: 09A115 County: Robeson
To: Aquifer Protection Section Central Office ; Permittee: Robeson County Water Dept.
Central Office Reviewer: T. Doby Project Name: Rex WTP Backwash I&E Lagoon
.Regional Login No: ?? Application No.: W00015068
I. GENERAL INFORMATION
1. This application is (check all that apply): ❑ New ® Renewal
❑ Minor Modification ❑ Major Modification
Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ® Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to .prepare this report? ® Yes or'[:] No.
a. Date of site visit: 09/01/15
b. Person contacted and contact information: Myron Neville, WTP suet./ORC
c. Site visit conducted by: Jim Barber
d'. Inspection Report Attached: ❑ Yes or Z No.
2. 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 currerit application. ,
For Treatment Facilities:.
a. Location: 2342 HwT 20, St. Pauls NC 28384
b. Driving Directions: From St. Pauls take Hwy 20 west toward the Rex community (approx. 3 miles west of
I-95). The Robeson County WTP infrastructure is on the north side of Hwy 20.
c. USGS Quadrangle Map name and number: St. Pauls, NC (H-23-SW)
d. Latitude: 34.831517N Longitude:-79.018278W (water supply well in used.
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
Municipal water system with Infiltration/Evaporative lagoon system.
For Disposal and Injection Sites:
(If multiple sites either indicate which sites the information applies to, copy nd paste a new section into the
.document for each site, or attach additional pages for each site)
a. Location(s): Lagoon located at same location above
b. Driving Directions: same
c. USGS Quadrangle Map name and number: same
d. Latitude: 34.831586N Longitude:-79.018927 (approx. center of lagoon)
e.
IL NEWAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modifications, skip to next section)
Description Of Waste(S) And -Facilities
FORM: APSARR Robeson Rex IE lagoon WQ6015068 September 2015.doc 1

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
1. Please attach completed rating sheet. Facility Classification:
2. Are the new treatment facilities adequate for the type of waste and disposal system?
❑ Yes ❑ No ❑ N/A. If no, please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes ❑ No ❑ N/A. If no, please explain:
4. Does the application (maps, plans, etc.) represent the actual site (property lines, wells, surface drainage)? ❑
Yes ❑ No ❑ N/A. If no, please explain:
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. ❑ Yes ❑ No ❑
N/A. If no, please explain:
6. Are the proposed application rates for new sites ,(hydraulic or nutrient) acceptable?
❑ Yes ❑ No ❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplaini?
❑ Yes ❑ No ❑ N/A. If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ❑ No. 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:
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate? ❑ Yes ❑ No ❑ N.A. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain ,and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
With restrictions (Certification B?)
M. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification
systems)
Description Of Waste(S) And Facilities
1. Are there appropriately certified ORCs for the facilities? Z Yes or ❑ No.
Operator in Charge: Myron Neville Certificate #:PC-1/27371
Backup- Operator in Charge: Certificate #:
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? 0 Yes or ❑ No.
If no, please explain:
FORM: APSARR Robeson Rex IE.lagoon WQ0015068 September 2015.doc
2

• AQUIFER PROTECTION SECTION REGIONAL STAFF'REPORT
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ® Yes or ❑ No. If no, please explain: The infiltration lagoon settles out the iron and
manganeseL precipitate that is removed from well water prior to distribution The filters utilized are typically
backwashed daily or weekly depending on water demand.
4. Has the site changed -in any way that may affect permit (drainage. added, new wells inside the compliance
boundary, new development, etc.)? If yes, please explain: NO
5. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
® Yes or ❑ No. If no,, please explain: Iron, manganese and sediment from the lagoon is removed typically
on a three to five year cycle and the material is dewatered and transported to either the Robeson County
Landfill or McGill Environmental.
6. Are the existing application rates (hydraulic or nutrient) still acceptable? N Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate?. ❑ Yes ❑ No ® N/A. Attach map of existing monitoring well network -if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Will seasonal or other restrictions be required for added sites? ❑ Yes ® No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
9. Are there any buffer' conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. 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: The area around the Rex WTP has not changed since the last permit renewal and the area in
general hasn't changed (new homes or structures constructed) in -the past 15 years based on Google Earth
photos. The new Sanderson Farms poultry processing_ plant is under construction,- but all infrastructure
associated with this plant will be greater than 400' from the lagoon.
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct?
Yes or ❑ No. If no, please explain:
11. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No ® N/A. If no, please explain:
12. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ❑ Yes or
❑ No ® N/A. Please summarize any findings resulting from this review:
.13. 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):
14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined Z N/A.. If no, please explain:
FORM: APSARR Robeson Rex IE lagoon WQ0015068 September 2015.doc 3

• AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
15. Are there any -issues related to compliance/enforcement that should be resolved before issuing this permit? ❑
Yes or ®No ❑ N/A. If yes, please explain:
r
FORM: APSARR Robeson Rex IE lagoon WQ0015068 September 2015.doc
4

AQUIFER PROTECTION. SECTION REGIONAL STAFF REPORT
IV INJECTION WELL PERMITAPPLICATIONS (Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells.)
Description Of Well(S) And Facilities —'New; Renewal, And Modification
1. Type of injection system:
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
❑ In situ remediation-(5I)
❑ Closed -loop groundwater remediation effluent injection (5U'Non-Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes, ❑ No
'What is/are the pollution source(s)? What is the distance of the injection well(s) from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft.
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
-6. Flooding potential of site: ❑ Low ❑ Moderate ❑ High
7. For groundwater remediation systems, istheproposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑ Yes ❑ No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ❑ Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Iniection Well Permit Renewal And Modification Only:
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, plain:
2. For closed -loop heat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If yes, explain:
3. For renewal or modification of groundwater remediation permits (of any !ype), will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
4. Drilling contractor: Name:
FORM: APSARR Robeson Rex IE lagoon WQ0015068 September 2015.doc 5

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: APSARR Robeson Rex IE lagoon WQ0015068 September 2015.doc 6

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
V. EVALUATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: See enclosed photo's for features at
site.
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? .E]Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item Reason
5. 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:
Condition Reason
6. 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:
Condition Reason
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please state reasons:
8. Signature of report preparer(s):
c
Signature off regional supervisor: M % /.S
/ Z
Date: %5
ADDITIONAL REGIONAL STAFF REVIEWITEMS
FORM: APSARR. Robeson Rex IE lagoon WQ0015068 September 2015.doc 1 7

178
RON "
IIPE N 50'
x ---x --zs-- x-- x.--i� —16-- x--
;1.74.8 175x3 — -ts-- 31 x
k DITCH _
IRON
PiPE`.
-- as--- x

. .-,•�•.
• � ate. J( S �,A.•. �%
ON � ALL CONSTRUCTION RECORD
�> =.
,s North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTI)!i'ICATION 4 2192
1. WELL CONTRACTOR:
Ronald D, Patterson
Well Contractor (Individual) Name
Charles R, Underwood, Inc,
Well Contractor Company Name -
STREET ADDRESS 2189 Everett Dowdy Rd.
Sanford NC 27330
City or Town State ZIP Code
1919 ).775-2463
Area code-. Phone number
2. WELL INFORMATION:
SITE WELL ID #(If appiicabla)
STATE WELL PERMIT#(lt applicable) _
DWQ or OTHER PERMIT #(if applicable) WS06-00998
WELL USE (Check Applicable Box) Monitoring 0 Municipal/Public
industrial/Commercial Ij Agricultural D Recovery ❑ Injection ❑
Irrigatlono Other ❑ (list use)
DATE DRILLED 5/25/06
TIME COMPLETED 9:00 AM 13 PM El
3. WELL LOCATION:
CITY: Lumber Bridge COUNTY Robeson
Quick Road
(Street Name, Numbers, Community, Subdivisldn, Lot No., Parcel, 21p Code)
TOPOGRAPHIC l LAND SETTING:
❑Slope ElValley ®Flat ORidge ❑ Other
(check appropriate,box)
LATITUDE 34 _ 49,891 May be in degrees,
minutes, seconds or
LONGITUDE . 79 01.092 in a decimal format
Latitude/10ngitude source: OGPS pT.opographic snap
(location of well must be shown on a USES topo map and
attached to this form if not using GPS)
4. FACILITY -Is tha name of.ihe business where the well to located.
FACILITY ID #(If applicable) Well 29A
NAME OF FACILITY •Robeson County.
STREET ADDRESS 265 McGuirt Road
Maxton, NC 28364
City or Town State Zip Code
CONTACT PERSON Myron Neville
MAILING ADDRESS same
City or Town State Zip Code
9( 10- _)- 844-5611
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 130'
b. DOES WELL REPLACE EXISTING WELL? YES N NO ❑
c. WATER LEVEL Below Top of Casing: 8 FT.
(Use "V' if Above Top of Casing)
d. TOP OF CASING IS 19-1 /2 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance In accordance with 15A NCAC 2C .011 a.
e, YIELD (gprn): 450 _ METHOD OF TEST Office
f. DISINFECTION: T e
Amount
yp mount 151bs.
g, WATER ZONES (depth):
From 84' To 124' From Tc
From To From To
From To From__ Tc
6, CASING: Thickness/
Depth ��tameter W Igh , Male,
From 0 To 50 Ft 18 O a� alaskstael
From 0 _To 84 Ft, 8 sch. ao ala�k s� ceei
From 124 To 127 Ft. 8 soh; ao alaok Steel
7. GROUT: Depth Material Method,
From 0 To 10 Ft. Grout Pumped
From 0 To 5�' Ft. Grob Pumped
From 65 _To 70. Ft, Hole PIucU . pum ed
8.-SCREEN: Depth Diameter' Slot Size Material
From 84 To 124 Ft,8 in. 30 in. SS
From To Ft.� in. in.
From To Ft. in. in.
.9. SANDIGRAVEL PACK; •.
Depth Size Material
From 1 Q To 65 Ft.. 3/16 Gravel
From 70 To 130 Ft. 3/16 Gravel
From To Ft. -
10.'DRILLING LOG
From To Formation Description i
See Attached
11. REMARKS:
I DO HEREBY'CERTiFYTHATTiIIS WELL WAS CONSTRUCTED iN ACCORDANCE: WITH
16A NCAC2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OFYHIS
RECORD HAS BEEN PROVIDED TO THE�ELL OWNER.
to, Uu
S GNATURE 0F.0 IFIEr5WELL CONTRACTOR DATE
Submit the original to the Divialon of Wker Quality within 30, days. Attn 'lnformation Mgt.,
16.17 Mail Service Center— Raleigh, NC 27699-1617 Phorie No, (919)'733•701s ext 868, Form GWAIJ
Rev. 7/05

Charles R. UnderArood Inc.
Municipal Pump Sales & Service
2189 Everett Dowdy
Road. Phone: [phone]
Sanford, North Carolina 27330 Fax; [phone]
Robeson County Well 29:A. .
Formation Log
0'-1
Top
1' — 8'
Sandy -Clay — Mostly Clay
8' — W.
Sand. & Clay Lens
W — 20'
Sand -(18' — 20' Yellow')
2W — 23'
Clay
23' — 31'
Clay cut: up in chunks-
31' — 341'
Sand Orange
34' — 40'
Sand Blackish
40' - 4W- 2"
Clay.
40'- 2" — 499- 8"
Sand Wood
49'- 8" — 54' — 8"
Dark Gray Blackish Clay -
54' — 8" — 85'
Sand Jet Wood
.85' — 87'
Sand Clay Lens
87' — 92'
Sand Wood (Vlore Wood than 54'-8" — 851)
92' — 94' -'
Clay
94' —117'
Sand -Clay Lenses
117' —125'
Sand Wood
I25' -130'
Clay
130' —132'
Sand
132' —135'
Clay
135' --140'
Clay Sand -Les (138' —140' Loafs irony sand yellow)
140' —147'
Clay
' 147' —149'
Sand Tight
149' —161'
Clay .

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i"07-/21/2003 16,07 919.-715-5048 .- DWQ NON DISCHARGE'ER PAGE 01/02
State of, Northtarollna
,-1J'9partMer)t o.i­'E'h,,VJrQnrnent
:arid NatUr'al F!056prc'e"s,
Divisibn 6t Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Alan W. Klimek., P.E., Director
[)at
'Non-bist,htifgaBranch/ Peftits '& Engineering,
Location. 12 N Salisbury Street Suite 1219,
Ralebh, N.C. 27604
Mailing Address- 16.17 Mail Servlce Center
Rale igh, N ' C. 27699-1617
FAX: [phone]
-FAX TO: H-9-. kL-; ft taPLV -r e�� FAX N1jMBER:(1tP)Q'[ I
FR0lVI:7,---),11 IN,
PHONE:
NO. -OF PAGES INCLUDING THIS SHEET: 2
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-
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If you receive this'fdxby mistake call:' Non-Djschdrqe t(C(nch @ 919. 7'33-5083,,Ext. 566'
JUL-'9.1-2003 15t5? 919 7-15 6048

07/21/2003 16:07
919-715-6048 DWO NON DISCHARGE BR
,PAGE 02/02
Date
Division of Water Quality
Non -Discharge permitting Unit -
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Permitting Signature Authority
To Whom It May Concern:
As an appropriate signing official for A ir6-eSeri C uo�y (city/town or
business name) as designated by 15A NCAC 2H .0206, Y hereby elegate:authority to sign.and certify all
permit applications, reports or other,permit related: documents to.the following staff for the following
permi'ttypes (sewer, spray, land application) and/or poimitnumbers:
siGon`
'srson Curienfly'i a Ndtion
-Permit Tyne or Permit Number
Aafmr 5;Le f,ro
If you have any questions, please contact me at the following:
Permittee/Applicaant name (please print):
Title: �otrrn / t. 4 no�H Y' 'f7�
Complete mailing address: -76I , nf.
City: State: /VC_ zip: $ 3
Telephone number: 67(-3022-Facsimile number: (R (o) 6 7(- 30(0
Sincerely,
si nature Q,
f. ;) _
JUL-21-2003 15:57 919 715 6049 97% ,P.02:

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Kenneth N. Windley, Jr. — County Manager
Robeson County
265 McGirt Road
Maxton, NC, 28364.
Dear Mr. Windley:
Donald R. Van der Vaart
Secretary
August.25, 2015
Subject: Application Nos. WQ0000469 and-
- CWQ.0:0;15068:�
Additional Information Request
Rocco WTP and Rex WTP
Evaporation / hifiltration Lagoon
Robeson County
Division of Water Resources'. Central and Regional staff has reviewed the application package received
August 20, 2015. However, additional information is -require,d before the .review may be completed.
Please address the- items on the attached pages no. laterthan the close of business on September 24, 2015.
Please�be aware that you are responsible for meeting all -requirements set forth in North Carolina,rules and
regulations. Any oversights that _occurred in the review of the subject application package are still -the
Applicant's responsibility. In addition; any omissions made in responding to the outstanding items in
Section A, or failure to provide the additional information,on or before the above requested date may
result in your application being returned as incomplete.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed and dated (where needed), with three copies submitted
to my attention at the address below.
If you have any questions regarding this request,,please do nothesitate to contact me at [phone] or
troy,[e-mail]: 'thank you for your cooperation.
Sincerely,
Troy D,oby, PE, Engineer
Division of Water Resources
cc: Fayetteville RegionalOffice, Water Quality Regonal Operations Section
Permit Application File WQ0000469
k
Non -Discharge Permitting Unit
1617'Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] internet: htto://oortal.ncdenr.og web1w
An Equal Opportunity 1 Affirmative Action Employer— Made in part with recycled paper

Mr. Kenneth N. Windley,.Jr.
August 15, 201'5
Page 2 of 2
i
A. Submission of Permit:
1. Pursuant to 15A-NCAC 02T .0106(b) and ,(c),, the permit niust"be signed either- by an :executive
officer of Robeson County :or there must, be a delegation ;letter authorizing an :employee of
Robeson County, to sign the`permit. The executive officer in out records :authorized to sign this
permmit renewal request is Kenneth N. Wiudley, Jr., the county, manager, i.e., the personae whom
this letter is addressed. The person who has signed this permit renewal_ request is Myron`Neville,
the Water Treatment Superintendent. For our`records, please provide a copy:of a delegation letter
signed by Mr.. Windley authorizing Mr. Neville to.sign both the Rocco 'WTP (WQ000469) and
Rex WT.P (WQ0015068) permit renewals or, alternatively; to submit new renewal forms signed
by Mr. Windley.. Please send, a, signed original and two copies by mail to my -attention at 1617
Mail Service- Center, Raleigh, NC 27699-1617, Thank you.

1 State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
D_W_
_ = WATER QUALITY REGIONAL OPERATIONS SECTION
Divlslon of Water Resources I NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
August 21, 2015
To: FRO=W RQ OS: B`eTinda Tienson1
From: Troy Doby, Water Quality Permitting Section - Non -Discharge Permitting Unit
Permit Number: WQ0015068
Applicant: Robeson County
Owner Type: County
Facility Name: Rex WTP
Fee Category: None
Comments/Other Information:
Permit Type: Other Non -Discharge Wastewater
Project Type: Renewal
Owner in BIMS? Yes
Facility in BIMS? Yes
Fee Amount: $0
Attached, you will find all information submitted in support of the above -referenced application for your review,
comment, and/or action. Within 45 calendar days, please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
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 Central Office Water Quality Permitting Section contact person listed above.
Q �(J /`
RO-W ROS Reviewer: Date:
�ll.a.�tl f
AUG e 4 26115.
FORM: WQROSNDARR 0 1- 15
,XNR—FAYMEMLL� REGIONAL 6f J6t Page 1 of l

F `N H iF
`o��9QG State of North Carolina
Department of Environment and Natural Resources
. Division of Water Qualify
p..4:°...�.:
- NON -DISCHARGE SYSTEM RENEWAL
°.r FORM: NDSR 07-12
I. PERMITTEE INFORMATION:
1. Permittee's name: Robeson Co= Water Dept.
2. Signature authority's name: Myron Neville per 15A NCAC 02T .0106(b) Title: Water Treatment Supt.
3. Permittee's mailing address: 265 McGirt Rd.
City: Maxton State: NC Zip: 28364-
4. Permittee's contact information: Phhone number: 910 844-5611 Email Address: [e-mail]
C1=L.L It 910- ?3q- 03o9
II. FACILITY INFORMATION:
1. Facility name: Rex WTP RECEIVEDIDENRID�IR
2. Facility's physical address: 2342 NC 20 West.
City: Rex State: NC Zip: 28378- County: Robeson AUG 2 0 2015
III. PERMIT INFORMATION: Water Quality
1. Existing permit number: WQ0015068 and most recent issuance date: January 25, 2008 PErmi tP l Section
2. Existing permit type: Other Non -Discharge Wastewater
3. Has the facility been constructed? ® Yes or ❑ No
4. Demonstration of historical consideration for permit approval — 15A NCAC 02T .0120:
Has the Applicant or any parent, subsidiary or other affiliate exhibited the following?
a. Has been convicted of environmental crimes under Federal law or G.S. 143-215.613? [] Yes or ® No
b. Has previously abandoned a wastewater treatment facility without properly closing that facility? ❑ Yes or ® No
c. Has unpaid civil penalty where all appeals have been abandoned or exhausted? ❑ Yes or ® No
d. Is non -compliant with an existing non -discharge permit, settlement agreement or order? ❑ Yes or ® No
e. Has unpaid annual fees in accordance with 15A NCAC 02T .0105(e)(2)? ❑ Yes or ® No
Applicantt''�s1 Certification per 15A NCAC 02T.0.1_06(b):
I, �yt �irv� �� /LOB;'I � � of ,Zk --n •7`a
Si
(Signature Authority's name & title
Application Item 1.2.)
(Facility name from Application Item II.1.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater
from this non -discharge system to surface waters or the land will result in an immediate enforcement action that 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 package 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. I
further certify that the Applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater
facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees per 15A NCAC 02T .0105(e).
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application package 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: � Date: 7
FORM: NDSR 07-12 Page 1 of 1

W A TF9Q
� r
o �
January 25, 2008
Kenneth N. Windley, Jr. — County Manager
Robeson County
265 McGirt Road
Maxton, North Carolina 28364
Michael F Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 1-1. Sullins Director
Division of Water Quality
RECEIVEDIDENUffi ubjec,t: Permit No. WQQ015068
AUG 2 0 2015 NC 20 West Rex Site
Evaporation/Infiltration Lagoon
- Water Quality Robeson County
Dear Mr. Windley: Perm tty91g Section
In accordance with your permit renewal request received October 25, 2007, and subsequent
additional information received December 27, 2007, we are forwarding herewith Permit No.
WQ0015068, dated January 25, 2008, to Robeson County for the continued operation of the subject
evaporation / infiltration lagoon.
This permit shall be effective from the date of issuance until December 31 2012, shall void
Permit No. WQ0015068 issued July 25, 2003, 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 that per a request received December 27, 2007, the
compliance boundary has been relocated on the eastern and western sides of the property, so that the
existing and proposed wells are located outside of the compliance boundary.
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 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 Matthew Fleahman at
[phone] or [e-mail].
Sincerel ,
Coleen H. Sullins
cc: Robeson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Technical Assistance and Certification Unit
APS Central Files
LAU Files
NorthCarolina
Natura!!!1
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwatergualiiy.org Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10%Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISS[ON
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
EVAPORATION / INFILTRATION LAGOON 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 HERF.B.Y GRANTED TO
Robeson County
Robeson County
FOR THE
continued operation of a 8,200 gallon per day (GPD) evaporation / infiltration lagoon system consisiting
.of a 130,000 gallon infiltration lagoon to serve .Robeson County Water System NC 20 West (.Rex Site),
with no discharge of wastes to the surface waters, pursuant to the application received October 25, 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 December 31, 2012, shall void Permit
No. WQ0015068 issued July 25, 2003, and shall be subject to the following specified conditions and
limitations:
I. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
1. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
----_—tilis permit-on-official-Divisiurrforms--Upon-receipt-of-the-request,--the Division wi-ll-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.
H. PERFORMANCE STANDARDS
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions or failure of the infiltration 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.
WQ0015068 Version 3.0 Shell Version 071022 Page 1 of 5

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. 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 exceedance 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. Please
note that per a request received December 27, 2007, the compliance boundary has been relocated on
the eastern and western sides of the property, so that the existing and proposed wells are located
outside of the compliance boundary.
5. The Pennittee 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.
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).
7. 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.
8. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet):
i. Any private or public water supply source: 100
ii. Surface waters: 200
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 50
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 .0707 including operational functions, maintenance
schedules, safety measures, and a spill response plan.
Upon classification of the wastewater treatment and infiltration 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.
3. No type of wastewater other than that from Robeson County Water System NC 20 West (Rex Site)
shall be disposed onto the high -rate infiltration area.
4. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
5. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted on site.
WQ0015068 Version 3.0 Shell Version 071022 Page 2 of 5

6. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0708.
7. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
8. Freeboard in the evaporation / infiltration lagoon shall not be less than 2 feet at any time.
9. A waste -level gauge, to monitor waste levels in the evaporation / infiltration lagoon, shall be
provided. This gauge shall have readily visible permanent markings indicating the maximum l iquid
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.
10. 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,
-- --.__androther--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
1. The Permittee shall monitor the level of accumulated solids in the evaporation / infiltration lagoon
and retain the records on -site. If it is determined that the solids are sufficiently reducing the active
storage / treatment volume of the lagoon, the Permittee shall properly dispose of all residual solids as
stipulated in Condition II1.6.
2. 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.
3. 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.
4. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the evaporation /
infiltration lagoon shall be recorded weekly.
5. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
---the-r-esiduals, date -the -residuals -were -hauled; and-volum€-of-residuals-removed.----------- -
6. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, 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 infiltration area, runoff from
the infiltration areas or infiltration basin breakout.
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.
WQ0015068 Version 3.0 Shell Version 071022 Page 3 of 5

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 infiltration area.
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 Perm ttee-or-his°-designee-shal-l--inspect-the"-wastewater-treatment anddisposal 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 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.
WQ0015068 Version 3.0 Shell Version 071022 Page 4 of 5

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>.,
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 ne%v
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 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 25'}' day of January 2008
NORTH C - LINA ENVIRONMENTAL MANAGEMENT COMMISSION
47-Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental. Management Commission
Permit Number WQ0015068
WQ0015068 Version 3.0 Shell Version 071022 Page 5 of 5

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11
A7L4VA*
KDENR
North Carolina Department of Environment and Natural Resource;
Pat McCrory
Governor
August 21, 2015
RICKY HARRIS — COUNTY MANAGER
ROBESON COUNTY
701 NORTH ELM STREET
LUMBERTON, NORTH CAROLINA 28358
Dear Mr. Harris:
Donald R. van der Vaart
Secretary
Subject: Acknowledgement of
Application No. WQ0015068
Rex WTP
Other Non -Discharge
o Wastewater System
Robeson County
The Watef Quality Permitting Section acknowledges receipt of your pen -nit application and
supporting documentation received on August 20, 2015. Your application package has been assigned the
number listed above, and'the primary reviewer is Troy Doby.
Central and Regional Office staff will perform a detailed review of the provided application, and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
_ f
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If you have any questions, please contact
Troy Doby at [phone] or [e-mail].
Sincerely,
�9;�e r�t�
Nathaniel D. Thornburg, Supervisor
Division of Water Resources
cc: FaXette`illeN,'er no aI®ffce �R�atezuality egioiaLOperat>onsection
Myron Neville — Robeson County Water Department (265 McGirt Rd., Maxton, NC 28364)
Permit File WQ0015068
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, Nod Carolina 27699-1617
Phone: [phone] Internet: hftp://portal.ncdenr.ora/web/WQ
An Equal Opportunity 1 Affirmative Action Employer — Made in part with recycled paper

ALT,
!A
NCDENR
North Carolina Department of Environment and Natural Resources -
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John Skvarla
Governor Director Secretary
April 16, 2014
Myron Edward Neville
Robeson Co
265 McGirt Rd
Maxton NC 28364
SUBJECT: April 15, 2014 Compliance Evaluation Inspection
Robeson Co
Robeson Co -Co Wide Wtr Systmi
Permit No: WQ0015068
Robeson County
Dear Mr. Neville:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on April 15, .
2014. The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of the Fayetteville Regional Office.
The facility was found to.be in Compliance with permit WQ0015068.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have any
questions, please call me at (9100 433-3339.
Sincerely,
Tony W. neycutt
Environmental Specialist
NCDENR/DWR/FRO/WQP
cc: , ORC
Central Files
�ayettev" ille F%les
Water Quality Program
225 Green St., Ste. 714
Fayetteville, North Carolina 28301-5095
Phone: [phone] FAX : [phone] Customer Service:1-877-623-6748
Internet: vvww.h20.enr.state.nc.us
An Equal Opportunity 1 Affirmative Action Employer

Compliance inspection Report
Permit: WQ0015068 Effective: 01/25/08 Expiration 12/31/16 Owner: Robeson Co '
SOC: Effective: Expiration: Facility: Robeson Co -Co Wide WtrSystmi
County: Robeson 701 N Elm St
Region: Fayetteville
Lumberton NC 28358
Contact Person: Myron Edward' Neville Title: Phone: [phone]
Directions to Facility:
1
System Classifications: PC1,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 04/15/2014 Entry Time: 10:30 AM
Primary Inspector: Tony W Honeycutt
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Oth&Non-Discharge Wastewater
Facility Status: 0 Compliant , ❑ Not Compliant
Question Areas:
Miscellaneous Questions N Storage
(See attachment summary)
Exit Time:, 11:00 AM
Phone: [phone]
Inspection Type: Compliance Evaluation
n
Page: 1

Permit: WQ0015068 Owner - Facility: Robeson Co
Inspection Date: 04/15/2014 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Facility looks good and appears well maintained. No.problems noted.
Type
Lagoon Spray, LR
Infiltration System
Reuse (Quality)
Activated Sludge Spray, LR
Single Family Spray, LR
Single Family Drip
Recycle/Reuse
Activated Sludge Drip, LR
Activated Sludge Spray, HR
13
n
Page: 2

0
June 21, 2013
Myron Edward Neville
Robeson Co.
265 McGirt Rd -
Maxton NC 28364
SUBJECT: June 20, 2013 Compliance Evaluation Inspection
Robeson .Co.
Robeson Co -Co Wide Wtr Systmi
Permit No: WQ0015068
Robeson County
Dear Mr. Neville:
Pat McCrory, Govemor
John Skvarla, Secretary
North Carolina Department of Environment and Natural Resources
Thomas.A. Reeder, Acting Director
Division of Water Quality
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on June
20, 2013. The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of the Fayetteville
Regional Office. The facility was found to be in Compliance with permit WQ0015068.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have
any questions, please call me at [phone].
Sincerely,
Aga"
Tony W. H cuff
Environmental Specialist -
FRO/AP
cc: ,Central Files.
IT"" ttevi.11&-.Files:,jr
North Carolina
Naturally
North Carolina DWQ/Aquifer Protection Section 225 Green St./ Suite 714 Fayetteville, NC 28301-5095 Phone [phone]
FAX [phone] Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Compliance Inspection .Report.
Permit: W00015068 Effective: 01/25/08 Expiration:.12/31/16. Owner: Robeson Co
SOC: Effective: Expiration: Facility: Robeson Co -Co Wide Wtr Systmi
County: Robeson
701 N Elm St
Region: Fayetteville
Lumberton NC 28358
Contact Person: Myron Edward Neville Title: Phone: [phone]
Directions to Facility:
System Classifications: PC1,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
\ .t
Inspection Date: 06/20/2013 Entry Time: 01:00 PM' Exit Time: 01:30 PM
Primary Inspector: Tony W Honeycutt Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Other Non -Discharge Wastewater
Facility Status: ■ Compliant Q Not Compliant
Question Areas:
Miscellaneous Questions Storage
(See attachment summary)
Page: 1

Permit: WQ0015068 Owner - Facility: Robeson Co
Inspection Date: 06/2012013 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
No problems noted, facility appears well maintained.
Type
Reuse (Quality)
Single Family Spray, LR
Lagoon Spray, LR
Activated Sludge Drip, LR
Activated Sludge Spray, HR
Activated Sludge Spray, LR
Recycle/Reuse
Single Family Drip
Infiltration System
Yes No NA NE
11
11
■.
Page: 2

OFW ,TF�Q
Beverly Eaves Perdue, Governor
June 27, 2012
Myron Edward Neville
Robeson Co
265 McGirt Rd
Maxton NC 28364
SUBJECT: June 22, 2012 Compliance,Evaluation Inspection
Robeson Co
Robeson Co -Co Wide Wtr System
Permit No: WQ0615068
Robeson County
Dear Mr. Neville:
Dee Freeman., Secretary
North Carolina Department -of Environment and Natural Resources
Charles Wakild P.E., Director
Division of Water Quality
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on June
22, 2012. The Compliance Evaluation Inspection was conducted by Tony W. Honeycutt of the Fayetteville
Regional Office. The facility was found to be in Compliance with permit WQ0015068.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff have
any questions, please call me, at [phone].
Sincerely;
7Tony W. oneycutt
Environmental Specialist
- FRO/AP .
cc: ORC
Central Files
�a��1Cv�1�ll�rile
No ihCarolina
�atura!!y
North Carolina DWQ/Aquifer Protection Section 225 Green St./ Suite 714 , Fayetteville, NC 28301 Phone [phone]
FAX [phone] Internet: h2o.enr.state.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Compliance Inspection Report
Permit: WQ0015068 Effective: 01/25/08 Expiration: 12/31/16 Owner: Robeson Co
SOC: Effective: Expiration: Facility: Robeson Co -Co Wide Wtr Systmi
County: Robeson 701 N Elm St
Region: Fayetteville'
Lumberton NC 28358.
Contact Person: Myron, Edward Neville Title: Phone: [phone]
Directions to Facility:
System Classifications: PC1,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 06/22/2012 Entry Time: 09:30 AM
Primary Inspector: Tony W Honeycutt
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Lagoons,'Infiltration/Evaporative
Facility Status: ■ Compliant Q Not Compliant
Question Areas:
Miscellaneous Questions 0 Storage
(See attachment summary)
Exit Time: 10:00 AM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page: 1

Permit: WQ0015068 Owner - Facility: Robeson Cc
Inspection Date: 06/22/2012 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
System appears well maintained.
Type
Yes No NA NE
Reuse (Quality)
❑
Lagoon Spray, LR
❑
Single Family Spray, LR
❑
Activated Sludge Spray, LR
❑
Activated Sludge Spray, HR
❑
Recycle/Reuse
❑
Activated Sludge Drip, LR
❑
Single Family Drip
❑
Infiltration System
■
Page: 2

RUH&
North Carolina Department of Environment and
Division of Water Quality
3everly Eaves Perdue Coleen I -I, Sullins
Governor Director
February 16, 2010
Mr. Kenneth N. Windiey, County Manager
County of Robeson
701 North Elm Street
Lumberton, North Carolina 28358
Natural Resources
Dee Freeman
Secretary
RECEIVED / DENR / DWQ
Aquifer Protection Section
MAR 0 4 2010
Subject: Permit Extension
Permit No. WQ0015068
N.C. 20 West - Rex Site WTP
Robeson County
Dear Mr. Windley:
On August 5, 2009, Session Law 2009-406, entitled "An Act to Extend Certain Government
Approvals Affecting the Development of Real Property Within the State," was enacted by the General
Assembly and signed into law. The Act, known as the Permit Extension Act of 2009, extends the
expiration date of certain government approvals and permits. For additional information, the following
website ( http:/portal.nedenr.org/web/wqlaps/lau#extension ) can be viewed to address this statute and
affected DWQ permits.
Non -discharge permit, WQ0015068, issued by the Division of Water Quality falls within the
scope of this Act and is therefore being extended until 31 December 2015. Please note per your permit, a
renewal application must still be submitted six months in advance of the extended expiration date, If
Robeson County needs to modify, upgrade, retrofit infrastructure at this facility which would require
modification of the permit; a permit application can be submitted for review and the necessary modified
permit issued.
If you have any questions regarding this letter, please contact Division staff in the Fayetteville
Regional Office at [phone] or Central Office at [phone]. Thank you in advance for your
cooperation.
Sincerely,
J-1,1
Jim Barber
Aquifer Protection Section
cc: Fayetteville Regional Office, Aquifer Protection Section
WQ0015068 Permit File
WQ0015068 Notebook File
Robeson County Health Department
Technical Assistance and Certification Unit
DWQ Budget Office — Fran McPherson
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 One
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-71 MO481 Customer Service: 1-877-623-6748 North Ca rolin a
Internet: www.ncwateraaality.ora Naturally An Equal Opportunity i Af€rmative Action Employer

OF W ATF9 Michael F. Easley, Governor
�0 G William G. Ross Jr.,'Secretary
North Carolina Department of Environment and Natural Resources
03
Q Coleen Sullins, Director
Division of Water Quality
October 27, 2008
Myron Edward Neville
Robeson Co
265 McGirt Rd
Maxton NC 28364,
SUBJECT:' October 22, 20'0$ Compliance Evaluation Inspection
Robeson Co -Co. Wide Wtr Systmi
Permit No: WQ0015068
Robeson County
Dear'Mr Neville:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted on
October 22, 2008, The Compliance EvaluationAnspection was conducted by Tony W. Honeycutt of the
Fayetteville Regional ,Office. The facility was found to be in Compliance with permit WQ0015068.
Please refer to the enclosed inspection report for additional observations and comments. If you or. your staff have
any questions, please call me at`910-433-3339.
Sincerely,
Tony W H eycutt
Environmental Specialist
FRO/AP
cc:.ORC
Central Files
iFaMet�ev111e,Files
�.�..�
One
NorthCarolina
Natumlly
North Carolina DWQ/Aquifer Protection Section 225 Green St:/ Suite 714 Fayetteville, NC 28301 Phone [phone]
.FAX [phone] Internet: 'h2o.enr.state.nc.us Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative. Action Employer— 50% Recycled/10% Post Consumer Paper

Compliance Inspection Report
Permit: WQ0015068 Effective: 01/25/08 Expiration: 12/31/08 Owner: Robeson Co
SOC: Effective: Expiration: Facility: Robeson Co -Co Wide Wtr Systmi
County: Robeson 701 N Elm St
Region: Fayetteville
- Lumberton NC 28358
Contact Person: Myron Edward Neville Title: Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 10/22/2008 Entry Time: 02:00 PM
Primary Inspector: Tony W Honeycutt
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Lagoons, Infiltration/Evaporative
Facility Status: O Compliant ❑ Not Compliant
Question Areas:
® Miscellaneous Questions 0 Storage
(See attachment summary)
Certification:
Phone:
Exit Time: 02:30 PM
Phone: [phone]
Inspection Type: Compliance Evaluation
n
Page: 1

Permit: WQ0015068 Owner - Facility: Robeson Co,
Inspection Date: 10/22/2008 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Lagoon has recently been placed back into service. System is an infiltration lagoon. Level is maintained through infiltration
and evaporation. Excessive weed growth.needs to be addressed.
Type Yes • No .NA NE
Land' Application ❑
Distribution and Marketing ❑
Page: 2

Division of Environ�iental Health•
- State of North Carolina
Terry L. PIerCQ', Dif@CtOf" Michael F. Easley; doJernor
Department of Environment and
Public Wat&$Up/7/)/ S6&4 7' NatuW,Resoukes
Secretary
Jessica G. Miles, Section Chief William G. Ross �
PXII-,M-
June 25, 2008 .,_ _... ....
� L NAIA RS LYSE
HENRY HAMS, PUBLIC UTILITIES DIRECTOR
17.6 LEGBND.ROAD . .
LUMBERTON, NC. 283.58 Ql�
Re. VE3na1 Approval .
Final .Approval Date:.6/1.7/2008'
ROBESON COUNTY' WELL 29A NC 20
WEST SITE
DEH Serial07.=.Q1r525"''_
PWSID # NC0378055 -
rRO,ESON' COUNTY
Dear Sir/Madam:
The Department received an engineer's certification statement and an. applicant's certification statement
concerning the above.referenced project. The '6ngineer's certification verifies that the construction of the
referenced project has been' completed in accordance with the engineering.,plahs and specifications approved under
Department Serial Number.,,0.7...:.0.1'525:''°`The applicant's'certification verifies that an- Operation and, Maintenance
Plan and Emergency. Management Plan have been completed and are accessible to the operator on duty at all times
and.available to the. Department upon request and that the system will have a certified -operator as required by-15A
NCAC 18C .13,00.
The Department has determined. that the requirements specified in 15A NCAC 18C .0303(a) and (c) have
been met and, therefore, issues this Final Approval in accordance with Rule .0309(a).
l
Please contact us at [phone] if you have any questions or need additional. information.
Sincerely,
Tony C. Chen, P.E.
Technical Services Branch
Public Water Supply Section
TCC:HSO
cc: DEBRA B. BENOY,-P.E:, REGIONAL ENGINEER
ROBESON COUNTY HEALTH DEPARTMENT
KOONCE NOBLE & ASSOCIATES INC
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 One
Telephone [phone] A Fax [phone] A Lab Form Fax [phone] NOrthCarOlina
.http://ncdrinkingwater.state.nc.us/
An Equal Opportunity / Affirmative Action Employer

_ Koonce, Noble & Associates, Inca
Consulting Engineers
December 21, 2007
Q
- 4
. Mr. Matthew D. Fleahman, -P. G. .
Environmental Engineer I _
Division, of Water Quality
NC Department of Environment and Natural Resources'
1636 Mail Service Center
Raleigh, NC 27699-1636 `
Dear Mr. Fleahman:
RE: APPLICATION NO. WQ0015068
EVAPORATIONANFILTRATION LAGOON
ROBESON COUNTY
Please find enclosed three copies of a site map showing a proposed compliance boundary .
for the above -referenced facility,.
The County of Robeson requests that the compliance boundary be established as shown
on the map.
Sincerely,
KOONCE, NOBLE & ASSOC., INC.
F-
ins_
Sam R. Noble, Jr., P. E.
. SRNjr/ftf
't
-
enclosure
T
l
208 EAST FIFTH STREET P. O. BOX 1027 LUMBERTON, NC 28359
TELEPHONE [phone] FAX [phone] E MAIL:knal@ bellsouth.net

ROBESON COUNTY COUNTY —WIDE WATER SYSTEM
PHASE IV — N.C. 20 SITE
BACKWASH LAGOON
KOONCE, NOBLE AND ASSOCIATES, INC.
CONSULTING ENGINEERS
LUMBERTON, NORTH CAROLINA
FEBRUARY, 1998
00
•CAROZ/vq
•��;r• FEssl ••••
O •
R. NO

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BACKWASH LAGOON
O1. SCOPE: The work, in general, under this contract,.shall consist of con-
structing and testing the backwash lagoon for the well treatment facility as shown
on the plans and specified herein. It shall include all sitework, grading,
erosion control and piping.
Grading and excavation of the lagoon shall be in accordance with the attached
Subsurface Investigation Report. All labor, materials, tools, equipment and
incidentals required for a complete and operable system shall be included.
02. EMBANKMENT CONSTRUCTION: The on site soils, excluding topsoil, can be
utilized as .structural fill in the embankments.' The fill material shall be
compacted to 95*1 of the standard proctor maximum dry density. The contractor
shall disc and dry the existing soils in order to effectively achieve compaction.
- 03. LAGOON BASE All�ola sir tlreient;icn-e ha=se a+bone Elie ex ng ncl layer steal-lj
e remove.• an• r1ep ace_ wzt�h a permea7l,e" ma.terriwal Soil borings indicate the
existing sand to be at a depth of eight (8) feet below existing grade, but ma-
terial will be removed to a deeper depth if required to.reach the existing sandy
soils.
The contractor may excavate an area on another portion of the site, tempor-
arily removing the clay to expose the underlying sands, and excavating all of the
remaining clays out of the base of the proposed backwash lagoon, temporarily
stockpiling the clays next to the borrow area. Sands removed from the borrow area
shall then be placed in the base of the lagoon through the groundwater, if neces-
sary, to achieve the desired finished "subgrade elevation and the waste soils shall
then be bladed into the borrow area and the site releveled.
Topsoil .shall not be placed in the lagoon bottom and the bottom shall not be
seeded.
05. PAYMENT: Payment for this section shall not be made directly but shall be
included in the Lump Sum Price bid for construction of the project.
1

z
CLEARING AND GRUBBING
O1. DESCRIPTION: This section shall consist of clearing and grubbing, including
the disposal of materials, for all areas within.the limits shown on the plans.
Clearing and grubbing shall consist of clearing the surface of the ground of
the designated areas of all heavy growth of trees, grass or weeds, fences, struc-
tures, debris, and, rubbish of any nature, natural obstructions or such material
which, in. the opinion of the Engineer, is unsuitable for the foundation of re-
quired structures, including the grubbing of stumps, roots, matted roots, founda-
tions, and the disposal from the project of all spoil materials resulting from
clearing and grubbing by burning or otherwise.
02. CONSTRUCTION METHODS:
A. General: The areas to be cleared and.grubbed under this item shall be
U as shown on the plans. -The clearing and grubbing shall be done at a satisfactory
distance in advance of the grading operations. -
All spoil materials removed by clearing and grubbing shall be disposed of by
burning or by removal to approved disposal areas obtained by the Contractor.
Burning will only be permitted if approved by the appropriate agencies. Piles
for burning shall be placed either in the cleared area near the center or in
adjacent open spaces where no damage to trees, other vegetation, or other property
will occur.. The Contractor will be responsible for controlling fires in compli-
ance with all federal, state and local laws and regulations relative to building
fires at the site. Ashes resulting from burning.shall be removed and disposed of
when directed by the Engineer.
As far as practicable, waste concrete and masonry shall be placed on slopes
of embankments or channels. When embankments are constructed of such material,
this material shall be placed in accordance with requirements for formation of
embankments. Any broken.concrete or masonry which cannot be used in construction,
and all other materials not considered suitable for use elsewhere, shall be
disposed of by the Contractor. In no case shall any discarded materials be left
in windrows or piles adjacent to or within the construction limits. The manner
and location of disposal .of materials shall be subject to the approval of the
Engineer and shall not create an unsightly or objectionable view.. When the
Contractor is required to locate a disposal area outside the property limits at
his own expense, he shall obtain and file with the Engineer, permission in writing
from the property Owner for the use of private property for this purpose. The
Contractor shall also comply with all local, state and federal laws for this
disposal and obtain any required permits.
2

Any blasting necessary shall be done at the Contractor's responsibility, and
the utmost care shall be taken not to endanger life or property.
B. Clearing and Grubbing: In areas designated to be cleared and grubbed;
all brush, grass and other unsatisfactory materials shall be removed,
except where embankments exceeding 3 1/2 feet in depth are,to be made outside of
paved areas. In cases where such depth of embankments is to be made, all unsatis-
factory materials shall be removed, but sound trees, stumps and brush can be cut
off within six inches above the ground and allowed to remain. Tap roots and other
projections over 1 1/2 inches in diameter shall be grubbed out to a depth of at
least 18 inches below the finished subgrade or slope elevation.
Any buildings and miscellaneous structures that are shown on the plans to be
removed shall be demolished or removed, and all materials therefrom shall be
disposed of by removal -to approved disposal areas obtained by the Contractor. The
remaining or existing foundations, wells, cesspools, etc., and all -like structures
shall be destroyed by- breaking out or.breaking down the materials of which the
foundations, wells, cesspools, etc., are built to a depth at least two feet below
the existing surrounding ground. Any broken concrete, blocks, or other objection-
able material which cannot be used in backfill shall be removed and disposed of.
The holesor openings shall be backfilled with acceptable material and properly
compacted.
All holes remaining after the grubbing operation in embankment areas shall
have the sides. broken down to flatten out the slopes,. and shall be filled -with
acceptable material, moistened and properly compacted in layers not to exceed six
inches in depth. The same construction procedure shall be applied'to all holes
remaining after grubbing in excavation areas where the depth of holes exceeds the
depths of the proposed excavation.
03. PAYMENT: Payment for this section shall not be made directly but shall be
included in the Lump Sum'Price bid for construction of the project.
3

EXCAVATION. GRADING AND DRAINAGE
O1. SCOPE: ' This section shall include all excavation, shoring, dewatering,
filling, backfilling, and compacting as indicated on the drawings, and specified
herein, and directed by the Engineer.
02. CHARACTER OF EXCAVATION MATERIAL: Since soils vary widely within the project
area, the Contractor shall satisfy himself as to the nature.of material that will
be encountered during the course of the project.
03. EXISTING UNDERGROUND UTILITIES: The Contractor shall be responsible for
locating all underground utilities and structures along the pipe lines to be
installed in order to avoid conflict and costly repair of such utilities.
04. CONFLICTS:- Where it is impossible to avoid conflict with existing utilities,
the new construction shall be performed in a manner that will cause the least
amount of disturbance,to the existing facility. Any -damage to existing facilities
shall be repaired immediately -according to the directions.of the Owner of such
-- facility.
05. TEMPORARY DRAINAGE: Pumping equipment shall be provided and employed to
promptly remove any water that accumulates in the excavation. The area of excava-
tion shall be limited to that which can properly be dewatered by the ,equipment in
use. The excavation shall be maintained in a dry condition while construction .is
in progress: (Sand may be placed in the lagoon base through groundwater).
Surface water shall be diverted from the excavation by sloping the ground away
from the ditch.
A. Disposal of Water: The water from the excavation shall be disposed of
in such 'a manner that the natural drainage of the area shall not be disturbed.
All gutters, drains, sewers and culverts shall be kept clean for surface drainage.
06. SHORING: Shoring will be provided by the Contractor when the excavation will
endanger existing structures, utilities, pavements and banks, and when necessary
I to protect workmen. The shoring shall be constructed.of adequate size members and
4J
the arrangement of members shall be suitable to withstand the earth pressure
expected. Shoring, sheeting, and bracing that is utilized above the.invert of the
pipe shall be'removed carefully during the backfilling process in order to prevent.
caving that might displace the pipe from the correct line and grade. When and,
where directed by the Engineer, sheeting may be left in place in the backfill with
adequate braces to provide lateral support.
07. STRIPPING TOP SOIL: Top soil shall be stripped from the area to be occupied
by any building or structure and the area to be graded and stored on the site
until such time as the work has progressed far enough to clear the site of
4

building material. It shall then be evenly spread over the area which"has been
graded.
08. EXCAVATION AND FILL:
A. Outside the building lines, .the site shall be graded as indicated by the
i- finish contours. Fill shall be made in layers not more than six inches deep and
thoroughly compacted to a density of 95o in accordance with ASTM D-698. Grades
--- shall be left four inches low for` top soil. Grading in the vicinity of the
building shall be done in such a manner that drainage is away from the building
excavation. Any water which accumulates in the excavation shall be promptly
removed. In the graded areas under the driveways, after the topsoil is stripped
and before any fill is placed, the exposed subgrade shall be rolled with a rubber
tired roller to identify any localized pockets of soft or unsuitable soils. Any
soils that show excessive rutting and do not improve under continual rolling shall
be overexcavated and replaced with suitable backfill:
B. Excavation- within the building lines shall be of sufficient size to
permit working around the walls. With buried or partially buried structures, the
excavation shall extend at least three feet beyond the edge of the perimeter of
the foundation. Foundations shall rest on solid undisturbed soil, or well com-
pacted "fill. Any obstructions shall be removed and all soft spots, or other
unsuitable foundation material, shall be removed. Excavation shall be carried to
solid ground. Trenches for footings shall be straight, true and square with level
bottoms 'and square corners. Changes in elevation shall be made.in level steps.
Any fill required shall be compacted as described herein.
�._ C. Trenches shall be excavated by open cut to the line and grade given by
— the Engineer. Vertical cuts shall be used whenever possible, but in unstable
soils, trenches may be sloped from the top of the excavation to a point 3.0 feet
above the top of the pipe with the width of the trench from this depth to the
bottom of the ditch governed by 1. below. The bottom four inches of the excava=
tion shall be excavated by hand. Bell holes shall be excavated by hand to insure
` that the pipe is properly supported for its entire length.
1. Trench Width: The maximum width of the trench shall be 24" plus
the outside diameter of the pipe. This width shall also apply to sloped trenches
". for the last three feet above the top of the proposed pipe.
2. Excavated Material: Material excavated from the ditch shall be
placed (whenever possible) in piles along the side of the trench. When it is
necessary to stock pile excavated material, it shall be the Contractors responsi-
i bility to secure the stockpile areas. No excavated material shall be placed on
i
5

� l �
private property without, the consent of the Owner.
3. All excavation shall be one classification regardless of nature of
material encountered.
4. Whenever the bottom of the trench is unstable and does not afford a
good foundation, the Contractor shall remove such part as may be necessary and
replace with suitable material from the surface to make a good foundation without
extra compensation.
5. Under exceptional conditions where ground water and unstable soil
are such that it is not possible to obtain a suitable foundation with material on
the trench bank, the Engineer will determine the method to be followed and the
Contractor will be compensated for extra foundation material delivered to the
trench. Because of the difficulty in,determining extra labor involved, no extra
compensation will be allowed for placing it, but it will beheld to be included in
the Lump Sum Price Bid.
- 6. Excavation for manholes and other appurtenances shall be suffi-
ciently large to leave at least 12" clear between their outer surfaces and in the
line of the excavation or supporting timber.
7. Any unauthorized excavation below the pipe or structure'shall be
filled with sand, gravel, or concrete at the expense of the Contractor.
8. Where sheeting or bracing is used, no extra compensation will be
allowed, except where.the Engineer directs that it be left in place, in which case
ii
the Contractor will be allowed $90 per thousand feet board measure for material so
left.
9. The Contractor shall include in the Lump Sum Price all necessary
pumping and well pointing.
__j 09_. BACKFILLING' PIPELINES: Backfilling shall progress as rapidly as the pipe
laying and'testing permits. The trench shall be backfilled with approved material
free from large clods or stones. The initial backfill shall be carefully placed
on both sides of the pipe at the same time and thoroughly tamped around the barrel
+ of the pipe until enough material has been placed to provide one foot of cover
I� above the top of the.pipe. The remainder of the backfill shall be placed in well
compacted, one foot layers using approved mechanical tampers. In no case shall
the backfill material be placed in unequal layers on one side of the pipe that
might cause pipe displacement..
I A. Rock Cut: If rock is encountered in excavation, rock shall be removed
to -a depth of -eight inches below the bottom of the -pipe. This eight inches shall
be refilled with select material.
6

B. Muck: Muck may be used in the backfill after at least 2.0 feet of
approved material has been placed above the bell of the pipe. Muck shall not be
used in the backfill in any street road or alley. When it is -encountered,
approved backfill material shall be hauled in by the Contractor.
C. Sheeting: When sheeting is removed from the backfill, all'•cavities
' shall be properly filled.
10. EXCESS MATERIAL: Excess material that is suitable for backfill shall be
disposed of at sites obtained by the Owner. All other excess material shall be
disposed of by the Contractor in accordance with all federal, state and local
laws.
11. CLEAN UP: The entire area shall be left clean and free of debris and graded
areas shall be left free of mortar drippings, brick bats, etc., and raked clean
and ready for seeding'of grass.
12. PAYMENT: Payment for this section shall not be made directly but shall be
- included in the Lump Sum Price bid for construction of the project.
7

EROSION AND SEDIMENT CONTROL
O1. GENERAL: The Contractor shall install erosion control devices as shown on
the Contract Drawings or as further required by responsible local or state agen-
cies. The Contractor shall comply with all local, state and federal laws, ordinan-
ces, rules and regulations pertaining to erosion and sediment control, including
those promulgated by the State of North Carolina in the Sedimentation Pollution
Control Act of 1973. The Owner shall execute a Financial Responsibility
Statement as required by the Land Quality Section, Division of Environmental
Management, North Carolina Department of Environment, Health and Natural
Resources. In this sense, the Owner shall be financially liable, from the
State's standpoint, for paying any fines which may be incurred due to insufficient
Erosion Control practices. The Contractor, however, shall be assessed by the
Owner an amount equal to any and all fines associated with his project, and shall
pay subject amount to the Owner and correct the condition causing the fine within
three (3) days of notification by the Owner.
02. EROSION AND SEDIMENT CONTROL MEASURES: The Contractor shall take all mea-
sures to control erosion and sedimentation at the construction site, including
borrow and waste areas and temporary access roads, and at off -site areas especial-
ly vulnerable to damage from erosion and sedimentation. All erosion and sediment
control measures will be subject to approval by the Engineer.
A. Critical Areas to, be protected from damage due to severe erosion and
sedimentation are as follows:
1. Exposed and disturbed areas.
2. Steep cuts and fills.
3. Open piles of unstable excavated material.
4. Existing slopes.
It is emphasized that all disturbed areas, regardless of the original surface
condition, including cross country routes in a wasteland condition, shall be
stabilized with a grass cover as specified -herein.
B. Exposed Areas: Work shall be scheduled so that areas subject to erosion
are exposed for the shortest possible time. Only those trees, shrubs, and grasses
- shall be removed that are necessary for construction; those remaining shall be
protected to preserve the aesthetic and erosion control values. Temporary on -site
structures and, buildings shall be located to preserve the existing landscape and
to minimize erosion, including that from construction traffic. If practicable,
work shall be scheduled in seasons when erosion is less of a hazard, particularly
for sites with steep slopes and erodible soils.
8

l
C. Disturbed Areas: Temporary protection shall be required for disturbed
areas until final grading is completed and permanent vegetation is established,
and shall consist. of planting temporary grass cover or other vegetation when
feasible. Other short term protection shall include covering disturbed areas and
topsoil piles with a mulch of hay', straw or wood chips, stabilizing with netting,
or covering with plastic sheets. Graded slopes and fills shall be limited to an
angle and to lengths that will maintain stability and allow easy maintenance.
Construction equipment shall not be operated in a way to make the land more
susceptible to erosion, such as leaving tracks up and down slopes. Access roads
shall be located and constructed so as to prevent erosion.
D. Surface Water Runoff: Controls for surface water runoff shall be
constructed as early as possible to,prevent the formation of gullies or hills.
These controls shall be maintained during the entire construction period or until
permanent storm' drains are completed. Runoff shall be controlled by'diversion
channels or berms, slope drains, flow barriers, dikes, or other structures which
retard, or spread its flow. Compacted embankments, ditches, furrows, or temporary
diversions across slopes shall be provided to intercept runoff before it
reaches erodible areas. Diversions and drains shall be directed into stabilized
areas where the discharge can be spread out and dissipated.
E. Sediment: Barriers and settling basins shall be constructed to trap
sediment before disturbing the land that drains into them. Dams, earth
embankments, or temporary barriers such as small dikes consisting of semi-
permeable materials or quickly compacted soils, shall be provided to trap sedi-
ment. Semi -permeable materials shall be sand or gravel and shall act as a filter,
allowing water to flow through but retaining most of the sediment. Sediment
basins shall be cleaned out periodically as required to maintain their capacity.
F. Protection of Slopes: -Within 30 working days of the completion of any
phase of grading, all slopes left exposed shall be provided with temporary grass
cover or other suitable ground cover, devices or structures sufficient to control
erosion.
03. EMERGENCY CONDITIONS: If unusually intense storms caused planned control
measures to fail, prompt restoration and cleanup of sediment deposits shall be
made, including damage to adjacent property. If construction is delayed or shut
down, temporary cover of exposed and disturbed areas shall be provided.
9

04. PAYMENT: Payment for this section shall not be made directly but shall be
included in the Lump Sum Price bid for construction of the project.
10

LANDSCAPING
01. GENERAL: The Contractor shall landscape all disturbed areas within the
construction boundaries at the project site. Landscaping shall include rough and
fine grading, topsoil if required, fertilizer, lime, seeding, and mulching. It
shall also include replanting or replacement of any existing shrubbery that is
disturbed during construction.' The Contractor shall.take care in removing exist-
ing shrubbery so that it can be replanted. Any damaged shrubbery shall be re-
placed by the Contractor.
02. GRADING: Rough grading shall be done as soon as all excavation required in.
the area has been backfilled. The necessary earthwork shall be accomplished to
bring the existing ground to the desired finish elevations as shown on the Con. -
tract Drawings or otherwise directed. Although the one foot contour lines may
imply level areas, the entire site shall be graded to provide positive drainage.
No ponding of water will be accepted.
Fine grading shall consist of shaping the final contours for drainage and
removing all clumps of earth and waste construction material. It shall also
include thorough loosening of the soil to a depth of six inches by plowing,
discing, harrowing or other approved methods until the area is acceptable as
suitable for subsequent -seeding operations.
03. TOPSOIL: After the subgrade has-been fine graded -to the satisfaction of the
Engineer, topsoil shall be spread over the area to a uniform density and depth of
LI four inches. The soil shall be uniformly compacted by a light roller to a depth
not less than four inches, unless other depths are shown on the. plans. When
finished, the surface shall conform to the finished grade shown or required and
shall have a smooth pulvarized surface at the time of seeding. Any irregularities
shall be corrected before the fertilizer or seed is placed. Any settlement or
displacement of the topsoil shall be restored to the established lines and grades
at the Contractor's own expense.
Topsoil removed from the excavations, which is'app.roved by the Engineer for
use, shall be placed in the locations, and to the depth shown, specified, or
directed. In the event the topsoil removed during excavation is unsatisfactory or
-� is inadequate to cover the requested areas, the -Contractor shall furnish the,
required quantity of satisfactory topsoil from approved sources off the site.
Such topsoil shall pass a 1/4 inch screen. Topsoil shall not be delivered or
placed in a frozen'or muddy condition. Additional topsoil shall not be an addi-
tional pay item but shall be included in the Lump Sum Price Bid for the project.
04. FERTILIZER: The quality of fertilizer and all operations in connection with
11

the furnishing of this material shall comply with the requirements of the North
Carolina Fertilizer Law and regulations adopted by the North Carolina Board of
Agriculture.
Fertilizer shall be 8-8-8 grade. Upon written approval of the Engineers, a
different grade of fertilizer may be used, provided the rate of application is
adjusted to provide the same amounts of plant food.
05. LIME: The quality of lime and all operations in connection with the furnish-
ing of this material shall comply with the requirements of the North Carolina Lime
Law and regulations adopted by the North Carolina Board of Agriculture.
During the handling and storing, the lime shall be cared for in such a manner
that it will be protected against hardening and caking. Any hardened or caked
lime shall be pulvarized to its original condition before being used.
Lime shall be agriculture grade ground dolomitic limestone. It shall contain
not less than 850 of the calcium and magnesium carbonates and shall be of such
fineness that at least 90o will pass a No. 10 sieve and at least 50% will pass a
No. 100 sieve.
06. SEEDING: The rates of application of fertilizer and limestone shall be as
stated below. All rates are per acre.
1,000 lbs. fertilizer
1 ton lime
The rate of application of seed shall be in accordance with the attached
L
Seeding Schedule.
Immediately following preparation of the seed bed, the seed as outlined shall
be uniformly applied by a mechanical spreader. The seed shall be raked lightly
into the surface and rolled with a light hand lawn roller weighing not more than
100 pounds per foot of width. Seeded areas shall be sprinkled with a fine spray
in such a manner as not to wash out the seeding. Seeding shall be done on a still
day and only with the approval of the Engineer.
07. MULCHING: Straw mulch shall be threshed straw of oats, rye, or wheat free
from matured seed of obnoxious weeds or other species which would grow and be
detrimental to the specified grass. It shall be spread uniformly at a rate of two
tons per acre in a continuous blanket over the areas specified. Thickness of
the covering shall be adequate to hold the soil but sufficiently loose and open to
favor the development of grass.
08. ESTABLISHING TURF: Contractor shall be responsible for obtaining an accep-
table stand of grass. The establishment period shall continue for six (6) months
from the date of seeding or acceptance of the project, whichever occurs last. The
12

Contractor shall be responsible for maintenance, protection, repairing, and
resulting reseeding and refertilization during the establishment period.
09. MOWING: Mowing will be required up to the acceptance date of the project if.
the grass height is over three.inches..
10. REFERTILIZING: Fertilizer shall be applied at the rate to provide 1,200
pounds per acre (complete mix fertilizer - 8 parts nitrogen,'8 parts phosphoric
acid, and 8 parts potash), eight to ten (8 to 10) weeks after initial seeding as
directed by the Engineers.
11. PAYMENT: Payment for this section shall not be made directly but shall be
included in the Lump•Sum Price bid for construction of the project.
I
13

\ 3200 Wellington Court, Suite G
Raleigh, North Carolina 27615 '
������ og 919-954-1514
.+s.....�..; _
Fax [phone]
February 25, 1998
Koonce Noble & Associates
208 East Y4 Street
Lumberton, .NC 28358
`3=:
Attention: Mr. Bo Noble
Reference: Report of Subsurface Investigation
Proposed St. Pauls Backwash Disposal Pit
4 . St. Pauls, North Carolina
- GeoTechnologies Project No. 1-98-0074-EA
Gentlemen:
GeoTechnologies, Inc. has. completed the authorized subsurface investigation to
evaluate site grading .and design considerations fora proposed backwash pit to be
installed adjacent to a new elevated water tank near St. Pauls, North Carolina..
Subsurface conditions were investigated by drilling two' soil test borings at the
approximate locations shown on the attached Figure - 1. Both borings were advanced to
a termination depth of 20 feet below existing site grade utilizing wash boring techniques
to advance the boreholes and standard penetration testing at selected intervals to
evaluate, the consistency and density of the subsurface soils. Additionally,
representative samples of the near surface materials were returned to the laboratory and
submitted for laboratory grain size distribution testing. This report presents the
findings of .the investigation. and our recommendations for design and construction of
the new lagoon.
PROJECT AND SITE DESCRIPTION
It is our understanding that a new backwash lagoon having plan dimensions of
- approximately 70 by 70 feet will -be constructed at the site of an existing elevated water
tank near St. Pauls, North Carolina. The backwash lagoon will be utilized to handle
backwash flow from the filters on a periodic basis. The backwash water will then be
allowed to seep into the 'subsurface profile naturally over time. It is"our understanding
i ! that the pit will be constructed by excavating 2 to 3 feet into the existing subgrade and
then constructing embankments above grade on the perimeter. Although no specific
- requirements for permeability have been identified, we anticipate that backwashing of
the filters will occur twice a week with 30,000 gallons per application.
1i
Geotechnical and Construction Materials Testing Services
I

Koonce Noble & Associates
February 25, 1998
Page: 2
SUBSURFACE CONDITIONS
A generalized subsurface profile prepared from the test boring data is attached
to this report as Figure 2 .to' graphically illustrate subsurface conditions encountered at
this site. More detailed descriptions of the conditions encountered at the individual test
boring locations are then presented on the attached test boring records.
The subsurface profile was found- to consist of a -near surface veneer of topsoil
typically on the order of 6 to 12 inches in thickness underlain to a depth of about .7.5 to
8.5 feet below existing site grade by a silty clay to sandy clay exhibiting penetration
resistances ranging from 7 to 28 blows per foot (bpf). Below a. depth of 7.5 to 8 feet,_
both borings penetrated slightly silty. to clean sands exhibiting penetration resistances
typically on the order of 18 to 50 bpf.' Both of the borings were terminated in these
clean sands at a depth of 20 feet below existing site grade. Borings at the adjacent
elevated storage tank indicate that the sands extend to a depth of about 22 feet.
A stabilized groundwater elevation was obtained at test location C-1 twenty-four
hours after completion of drilling. The water level in boring C-1 at twenty-four hours
was 3 feet below. existing site grade which is significantly higher than the water
elevations which we understand were obtained at the elevated water tank site during the
investigation for that property. However, the borings performed for this. investigation
I
were conducted after a period of extremely wet weather which could have had an
impact on the groundwater elevation. We anticipate that actual groundwater levels will
vary with seasonal and climatic changes and that they may be higher or lower at other
times of the year.
RECOMMENDATIONS
The following recommendations- are made based upon a review of the attached
test boring data, our understanding of .the proposed construction, and past experience
with similar projects and subsurface conditions. Should site grading or structural plans
change significantly from those 'now under consideration, we would appreciate being
provided with that information so that these recommendations may be confirmed,
extended, or modified as necessary. Additionally, should subsurface conditions adverse
to those indicated by this report be encountered during construction, those differences
should be reported to us Tor review and comment.
- Suitability of Site. Subsurface conditions 'on this site are well suited for
construction of a lagoon which will hold water. The near surface soils are firm and
should provide good support for the proposed embankment construction; however, the
low permeability characteristics of the silty to sandy clays present to depths of 7.5 to 8
f
\�GeoTechnologies,
Cw
1LJ

'Koonce Noble & Associates
February 25, 1998.
Page: 3
feet will result in minimal seepage losses from the structure unless design modifications
are made._ Provided the proposed modifications are implemented, the completed
embanlanent should have adequate side slope stability_ . and the bottom should. allow
backwash water to seep naturally into the subsurface profile. , Initial calculations based
on the available data indicate that the proposed construction probably will accommodate
the volumes of backwash water anticipated.
Proposed Embankment Construction. It is our understanding that the
embankments will be constructed by excavating to a depth of 2 to 3 feet on the interior
of the proposed lagoon and utilizing the excavated soils to construct the exterior
embankment slopes. We note that the near surface, soils- are currently significantly wet .
of optimum moisture and that groundwater was present at a depth. of only, about 3 feet
E below existing site grade at test location C-1 at the time of this investigation. If an
attempt is made to grade this site during the current wet weather conditions; the near
surface soils are likely to be significantly wet of optimum moisture and it will .be
difficult to obtain proper compaction.. However, the near surface sandy clays and silty
clays, which exist at the proposed backwash pit location should be excellent for
construction of the embankment provided the soils are properly compacted.
i
Provided the contractor can dry the soils sufficiently to allow efficient
compaction, the on -site soils, excluding topsoil, can be utilized as structural fill in the
embankments. The fill materials should be compacted' to 95% of the standard Proctor
maximum dry density in order to provide for adequate stability. Since we understand
that the height of embankment probably will not exceed 8 to 10 feet, side slopes of as
steep as 2H:1V (Horizontal to Vertical) will be acceptable provided the fill material is
properly compacted to the outside edge of slope. This will likely require that the slopes
be slightly overbuilt during .the construction process and be cut back to the desired
i,- angle. If it is desired to provide permanent maintenance such as mowing on the slopes,
_ we suggest that a somewhat flatter slope angle on the order of 311:1V be utilized.
Again, the contractor will have to be prepared to disc and dry the existing soils in -order
to efficiently achieve compaction of the embankment structure.
i Allowance for Seepage Loss. The existing near. surface silty clays to
-_' sandy clays will, result in minimal seepage losses from the base of the new backwash pit
unless the base of the pit is modified. If it is desired to allow seepage to occur through
i the'bottom of the backwash pit, we recommend that clays in the entire base of the pit be
removed and replaced with a permeable. material in order to allow water discharged into
the interior of the pit to seep %into the underlying clean sands which exist at depth. The
1 entire bottom can be excavated and replaced with relatively . clean sands such as those
which exist below a depth of 8 feet if you desire the bottom to be less than 8, feet below
existing grade. If this approach is utilized, we suggest excavating an area on another
portion of the site, temporarily removing the clay to expose the underlying sands, and
then excavating all of the remaining clays out of the base .of the proposed new

Koonce Noble & Associates
February 25, 1998
Page: 4
backwash pit, temporarily stockpiling the clays next to the borrow area. Sands
removed from the borrow area could then be placed in the base of the pit through
groundwater if necessaryto achieve the desired. finished subgrade elevation and the
waste soils could then be bladed into the borrow area to relevel the site.
In order to evaluate the suitability of this site to accept the quantities of water
anticipated, laboratory washed 200 ' grain sizes were performed on representative
samples from the deeper sand layers. These tests indicate that the sands contain
approximately 10 to 12 percent passing the No. 200 sieve. Based on the attached grain
size distribution data, the subsurface soils will have an effective D 10 grain size of
approximately 0.065 to 0.08 millimeters. Utilizing the D10 correlations developed by
the U.S. Army Corps of Engineers, the apparent permeability of these soils will likely
be on the order of about 0.01 centimeters per second or roughly 29 feet per day.
Utilizing the estimated permeability 'in conjunction with the anticipated stratum
thickness of 12 feet, the transmissivity of this site will be approximately 350. Utilizing
these design parameters in the Colorado State Computer Model known as GW Mound,
it appears that introduction of 60,000 gallons of water per week for a three year period
will result in a stabilized water level approximately 2.5 to 3 feet above the existing
�ax,istu gwater-level.
.These analyses indicate that there is a high probability that the proposed lagoon
will function properly. If it is desired to further confirm the suitability of the pond, we
suggest performing actual pump inflow tests in advance of the construction to allow a
more accurate determination of the permeability values. Although the gradation data
indicate that the sands will be fairly permeable, those sands are also _relatively dense
which may result in some decrease in permeability coefficient. As an alternative to
actual inflow tests, the area could be cut out with a track hoe, the clean sands exposed,
and the base of the pit could be flooded with the 30,000 gallons of water and the water
elevations monitored .over a period of several days. Based on the analysis performed as
a part of this investigation, if 30,000 gallons of water were to be introduced into the
lagoon, at three and half days later, ' approximately four -tenths of a foot of water would
likely still remain mounded above the existing water table and at a time of seven days
after introduction of the slug of water, -the water table would be elevated at about 0.15
feet.
' E SUMMARY
In summary, subsurface conditions are well suited to support of the
embankments but the subsurface profile will prevent seepage into the subsurface profile
unless modifications are made. It is our opinion that those modifications can be
It

Koonce Noble & Associates
February 25, 1998
Page: 5
effectively made .by excavating the entire pit bottom to. clean, sands and backfilling with
a permeable material to the desired bottom elevation. The contractor will have, some
difficulty working the on -site soils at present due to the adverse moisture conditions
which exist and the need to' dry the near surface soils in order ' to achieve proper
compaction of the embankments.- However,. provided the contractor can effectively dry
and compact the proposed embankment materials, the site should perform adequately as
- a backwash pit provided the base of the pit -is modified as recommended. The data
suggests that the water level will pond to a -depth of about 3 feet and reach equalibrium
after three years of 60,000 gallon per week applications; however, the only way to
more accurately confirm these findings will be a full scale field test which can be
compared to the Colorado. StateMounding Model or actual field permeability tests to
confirm the permeability assumptions. Should the base of the pond become plugged
r over time, the base will- have to be periodically cleaned to allow proper functioning.
GeoTechnologies, Inc: appreciates ' the opportunity to have provided you with
i our services on this project. Please contact us if you should have questions regarding
- this report or if we may be of any further assistance.
EBH/fgo
Attachments
l�
Toby Mallik, E.I.T.
Staff Engineer
AU
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PROJECT: SCALE: Not to Scale
JOB No: 1-98-0074-EA
St. Pauls
oeoTe(hnologies, Inc.
Back Wash Lagoon FIGURE No: 1
St.Pauls, North Carolina

GENERALIZED SUBSURFACE PROFILE
Depth (Ft.)
C-1 C-2
0
1
4
7
20
8 24
38
1.2
33
16
20 32
24
11
LEGEND
■ - Topsoil
16
El- Slightly Silty Sand
® - Low Plasticity Clay
28
8- Standard Penetration Resistance
50 = - Groundwater After 24 Hours
38
18
FPROJECT: SCALE:As Shown
JOB N0:1-98-0074-EA
ack Wash Lagoon "FIG NO:2
North Carolina

TEST BORING RECORD. ,
DEPTH DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FT.) (FT.) (BLOWS/Fr.) SIX INCHES
0.0 0 10 20 40 60 100
0.-1 Topsoil
Firm Fine to Medium Light Gray Silty CLAY CL
3-3-4
_ 1
3.5 3.0' _
Very Stiff Grange Brown Fine to Medium Sandy CL
CLAY
.'5-9-11
6.0
Very Stiff Light Gray Silty Fine to Medium CL
Sandy CLAY
8-11-13
,8.5
_! Dense Light Gray Silty Fine to Medium SAND, SP
11-18-20
20.0 1 S--lI A I I I I I
Boring Terminated at 20.0'
j Groundwater encountered at 3.0' after 24" hours.
JOB -NUMBER ' 1-98-0074-EA �:.::...
BORING NUMBER C-1
DATE 1-29-98 �.... ceoTe-
�, PAGE - 1 OF 1

r 2
TEST BORING RECORD
DEPTH DESCRIPTION ELEVATION PENETRATION � -BLOWS PER
(FT.) (FT.) (BLOWS/FT.) . . SIX INCHES
. = 0
.10'
20
40
60 100
Topsoil
3-4-7
5-7-9
7-10-18
19-23-27
17-20-18.
12-12 6
Stiff Light Gray and Orange Sandy Silty CLAY.
CL
Stiff Orange Brown Fine to Medium Sandy Silty
CLAY
CL
Very Stiff Light Orange Brown Silty Fine to
Medium Sandy CLAY.
CL
Dense Light Brown Tan Silty Fine to Medium-
SAND
SP
: •
Medium Dense White Silry Fine to Medium
SAND
SP
: •.
Medium Dense Light Gray Clayey Silty Fine to
Medium SAND
SP
:.
Boring Terminated at 20.0'
JOB NUMBER 1-98-0074-EA
BORING NUMBER C-2 ,
DATE 1-29=98
PAGE 1 OF 1
GcoTechnologies, Inc.

U.S. Standard Sieve Sizes
.. cn cn BA min sqn #rlo #60 #100 #200
Grain Size In Millimeters
GRAVEL'
SAND
FINES
COARSE -
FINE :
COARSE
MEDIUM
FINE
SILT SIZES
CLAY SIZES
Boring No.
Elev./Depth
Nat. W.C.
L.L.
P.L.
P.I.
Soil Description or Classification
GRAINSIZE DISTRIBUTION
C-2
4,0'
Brown Red Silty SAND (SM)
2
�.....:.:...
GeoTechnologies,
Project:
Job No'.: 1-98-0074-EA
St. Pauls Back Wash Lagoon
St. Pauls, North Carolina
Date: 2/11 /98

U.S. Standard Sieve -Sizes
-
�^ M #4 #10 #20 #40 .#60 #100#200
Grain Size In Millimeters
GRAVEL SAND PINES
COARSE FINE COARSE MEDIUM FINE SILT SIZES CLAY SIZES
Boring No.
Elev./Depth
Nat. W.C.
L.L.
P.L.
P.1•
,Soil Descri tion or Classification
GRAIN SIZE DISTRIBUTION
C-1
9.0.,
Gray Slightly Silty SAND (SM-SP)
4
CeoTechnologies,
Project:
Job No.: 1-98-0074-EA
St. Pauls Back Wash Lagoon
St. Pauls, North Carolina
Date: 2/11 /98

U.S. Standard Sieve Sizes
04 #10 #20 #40 #60 #100 #200
Grain Size In Millimeters
GRAVEL
SAND
FINES
COARSE
FINE
COARSE
MEDIUM
FINE
SILT SIZES
CLAY SIZES
Boring No.
Elev./Depth
Nat. W.C.
L.L.
P.L.
P.I.
Soil Description or Classification
GRAIN SIZE DISTRIBUTION
C"2
6
18.5'
Gray Slightly Silty SAND iSMI
GeoTechnologles,
Project:
Job No.: 1-98-0074-EA
St. Pauls Back Wash Lagoon
St. Pauls, North Carolina
Date: 2/1.1 /98

I:a RADIUS OF INFLUENCE R IN FEET FOR
o DRAWDOWN (H - hw_') 10 FT
V 30 100 1.000 5.000
W 10.000
a
i
5.000
•
0
y 2.000
J 200
m
W
K 100
W
a
U. 50
O
H
Z
W
u 20
L
LL
W
O 10
i
'00,
1
/R
i
R-c(H-hw)4
R. H. AND hw ARE
3�try ?O IN FT; It IS IN
10-4 CM/SEC
b
c = 3 SICHARDT [53]
QA I C=1.5TO2.0
N
MORETRENCH
CORP. [4e]
OTE: CURVE RELATING It
AND OIO FROM PUMPING
TESTS, CE, U.S. ARMY [7]
U 0.03 0.1 0.2 0.5 1 2 S
EFFECTIVE GRAIN SIZE ID101. MM
1. R DETERMINED WHEN ONLY D 10 IS KNOWN.
RADIUS OF INFLUENCE. R. CAN BE ESTIMATED FOR
BOTH ARTESIAN AND GRAVITY FLOWS BY
R = C (H - hw) [k (IV-89)
WHERE ' 'R. H, AND hw ARE DEFINED PREVIOUSLY
AND EXPRESSED IN FEET. COEFFICIENT
OF PERMEABILITY.' k, IS EXPRESSED IN
10-4 CM/SEC.
AND C z 3 FOR ARTESIAN AND GRAVITY FLOWS
-TO A WELL. '
C = 1.5 TO 2.0 FOR A SINGLE LINE OF
WELLPOINTS.
THE VALUE OF R' FOR (H — hw) = 10 FT CAN BE DE-
TERMINED FROM THE PLOT HEREIN WHEN EITHER
THE D10 SIZE OR PERMEABILITY OF THE MATERIAL
IS KNOWN. THE VALUE OF R WHEN (H — h j 1e 10
CAN BE DETERMINED BY MULTIPLYING THE R
VALUE OBTAINED FROM THE PLOT BY THE RATIO
OF THE ACTUAL VALUE OF (H — hw) TO 10 FT.
A DISCUSSION ON THE DETERMINATION OF R FROM
EQ IV-89 AND PUMPING TESTS IS CONTAINED IN
SECTION 3 OF THE TEXT.
2. R DETERMINED WHEN It IS KNOWN.
(Courtesy of McGraw-Hill Book Co.)
Figure IV-23. Determination of the radius of influence R [modified from ref 451
Q

State of North Carollna
7 < DI111$101] Olf EP➢!f'1�"®iI�I]Bi+ tdl Healtl1 Michael F Easley' Governor
k C AliE r Terry L rPierce,`Dlrector .4
> j - DepartmU( b � r nrr'i�t and
,.
Public Water Su/Section r
Drns�on of PP-Y 'III M. oss
En nmental xealth Jessica G. Miles, Se'
tlon Chief
� September 10, 2007
HENRY HARRIS,''PUBLIC UTILITIES DIRECTOR
176 LEGEND ROAD;�AYE OFM, v
LUMBERTON, NC'28358
Re:. Aufhoriza ibh to„Constrac
ROBESON :COUNTY WELL 29A NC 20 WEST, SITE
ROBESONCOUNTY WATER SYSTEM
ROBESOM`Cout 0NC0378055
Authorization to Construct (This is not;a Final Approval)
Dear Applicant:
This letter is to confirm that a.bomplete Engineer's Report and a.111/ater System Management Plan have been
received, and that engineering•plans'and specifications have been approved by the Department for ROBESON
COUNTY WELL 29A N•C 20 WEST SITE, DEFT Serial No. 6:7 015 .
The Authorization to.Construct is valid for 24 months from the date of:this letter. Authorization.to Construct may
be extended if -the Rules•Governirig Public Water Supplies,and site conditions have not changed (see Rule .0305).
The Authorization t0 Construct and the engineering plans and •specifications approval letter shall be posted. at the
primary entrance of the job site before and during construction.
Upon completion of the construction or modification, and prior to placing the new constructionor
modification into service, the applicant must submit an Engineer's Certification and Applicant Certification directly
to HENRI OU of this office.
© Engineer Certif ication:'in accordance with Rule'.0303 (a); the applicant shall,submit a' certification
'statement signed and sealed by a registered professional engineer stating that construction was completed
ti in accordance with approved•engineering plans and specifications, including any provisions stipulated in the
Department's engineering.plan and specification approval letter.
Applicant Certification.: in accordance with Rule .0303 (c), the applicant shall submit a signed certification
9 statement indicating that: the requirements for an Operation and Maintenance Plan and Emergency, 9
ManagementPlan have, been satisfied in accordance with. Rule .0807 (d) and(e) and that the system has a '
certified, operator' in accordance with Rule .1300. The "Applicant Certification" form is available at ,
http://www.deh.onr.state,nc.us/pws/ (click on WSMP Forms, under Plan Review heading).
If this Authorization -to Construct is for a new public water system, the owner must submit a completed
application for an Operating Permit and the appropriate fee. For a copy of the application for an Operating Permit
please call [phone].
Once the certifications and permit application and fee, (if applicable), are received and determined adequate,
the Department will issue a Final Approval letter to the applicant. In`accordance with Rule .0309 (a), no portion of,
this project shall be placed into service until the Department has issued Final Approval.
If we can be of further assistance, please call [phone].
Sincerely,
Tony C. Chen, P.E.
Technical Services Branch
Public Water Supply Section
TCC:HSO
cc: DEBRA B. BENOY, P.E., Regional Engineer
KOONCE NOBLE & ASSOCIATES INC
One
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 NorthCarolina
Telephone [phone] A Fax [phone] A Lab Form Fax [phone]����,�//9
http://ncdrinkingwater.state.nc..us/ ll fii
An Equal Opportunity/Affirmative Action Employer

Koonce, Noble & Associates, Inc.
Consulting Engineers
August 22, 2007
Mr. Heinrich S. Ou
Environmental Engineer
Public Water Supply Section
Division of Environmental Health
1634 Mail Service Center
Raleigh, NC 27699-1634
Dear Mr. Ou:
` 1
-RECEIVED X . �--- -°
4f d 1
AUG 7 Ate"",
A E LE GIOW 0,Tp,4
RE: ROBESON COUNTY COUNTY -WIDE WATER SYSTEM
WELL 29A, NC 20 WEST SITE
Enclosed with this letter;are the following items for the above -referenced project:
1. Three copies of Application for Approval of Plans And.Specifications.
2. Three copies of the plans and specifications.
3. Three copies of the Preliminary Engineering Report..
4. Check in the amount of $200.00 for the; review fee.
5. Three copies 'of Checklist for New Well with attached data:
6. Pre -Drill Investigation Letter.
Robeson County is currently having difficulty with increased demand in ,the Lumber Bridge
Area. Placing this well on line will help alleviate this;problem. Therefore, we would appreciate
an expedited,review if possible.
Please let us. know if we need to furnish you any additional information prior to your review and
approval of the enclosed data.
Sincerely,
KOONCE, NOBLE & ASSOC., INC.
Sam R. Noble, Jr., P. E.
SRNjr/ftf
enclosures
cc: Mr. Edd Wilbanks
s
208 EAST FIFTH STREET.' P. O. BOX 1027 LUMBERTON, NC 28359
TELEPHONE [phone] FAX [phone] EMAIL: knal@ bellsouth.net

DiviWonn-at environ menrar rrlieaffrn
Terry L. Pierce, Director
Public Water Supply Section
Jessica G. Miles, Section Chief
i
Mr. Henry .Harris, Public Works Director
County,of Robeson
176 Legend Road
Lumberton, NC 28358
State of North. Carolina
Michael F. Easley, Governor
Department of Environment. and,
Natura!'Resouices'
William G. Ross, Secretary
Re: Pie drill.InveAigation
Well.29A Replacement for Well 29
Robeson Co Water System
Robeson County (03-78-055)
Dear Mr.- Harris:
This letter is in response to my visit on March 16,.2006, at which time a proposed well was
discussed -and the. site was investigated. PLEASE NOTE. THAT THIS LETTER IS NOT A
WELL SITE. APPROVAL LETTER. _
The proposed well site for Well 29A is located approximately 4051eet East'of Well 29 (REX
Site). It is. my understanding that the.well site is owned by Robeson County. This well site.
appears to meet the requirements set forth in Sectiori .0203 of the Rules Governin Public
ublic
Water Systems, as stated below:
(1) The well` shall be- located on a lot ,so that the area. within 1.66 feet of the well shall be
owned or controlled by theperson supplying the water. `The supplier of water shall be able to
protect the well lot from potential sources o f pollution and to 'construct landscape features for -
drainage and diversion of pollution.
(2) The minimum horizontal sepaiation between wwell and known potential sources of
pollution shall be in accordance with'0203 Public Well Water Supply (2) (a) through (1).
(3) The Department may require greater separation distances or impose other protective
measures, when necessary, to protect the well from pollution. (No pollution source 'is known
which would require greater separation distances in this case.)
225 Green Street, Suite 714, Fayetteville, North Carolina 28301 One
Telephone [phone] ® Fax [phone] NolthCarolina
A Lab Form Fax [phone] ,4*1MAY
"

t r
4
Mr. Henry Harris
Re: Predrill ' Investigation ,4V
Robeson Co Water System
Page 2
(4) The well site shall be graded or sloped so that surface- water is diverted away from
the well head. The site'shall not be subject to' flooding. .
(5) . Plat and recorded deed for each well lot is to be submitted to the engineer.
Noncompliance with any of the aforementioned well lot requirements could lead to the disapproval
of the well as.a source of public water supply,. .
The well discussed in this letter must be constructedwithin twelve (12) months of the, date of this
letter. If not constructed within this twelve (1-2) months period;.this letter is void and Public Water'
Supply Section -staff will have to revisit the site and the process ' will start over. Future well - site
work will have to meet the rules in effect at that time.
You may proceed with the ch drilling and testing of the proposed'well discussed in this letter. The
well site must continue to�meef the site criteria as discussed at the tirrie'of�my investigation and as
stated in the enclosure (section ,0203). - The casing,
is to extend. at Least 50. feet below the'ground's
surface "and the 'well casing is to be Qrouted to 'at least 50.feet The driller shall .groutahe well
casing .using either the pump* ' -or the pressure method, as defined in Ground Water Section's
rules (see enclosure).. Your engineer. or his representative. must observe enough. of the well's
construction to be able to verify, in writing that the well is constructed in accordance with the- Well
Construction .Standards, as stated in Ground Water Section's rules; any local 'rill 6'e;5Wand` the
construction requirements in. this letter.
Once it has been determined that a new well will become part of th6.. water system, your engineer
Will be able to'proceed with the plans and specifications. The'plans and -specifications shall* contain
all information needed .to conform with the .requirements' of the Rules Governing'. Public .Water
Systems., In addition; 'a "Check List For New Well'Construction is attached to'this letter to assist
the engineer with. the: well and..well site information needed as part of the'plaii submission.'- Three
copies of plans and specifications are to be submitted to:
NC Department of Environment.& Natural Resources
Div: of Environmental Health - Public Water Supply.Sectiori
225 Green Street, Suite 71`4" .
Fayetteville, NC 2830l-5043
The regional office will check the plans and specifications submitted for the completeness of the
well and well site information: If this inforinatiori is complete, then a'well:`site approval letter will
be attached to the -engineer's submission and the complete submission will'be forwarded to the Plan
Review Branch in Raleigh for.technical review. A copy of the well site approval letter will be
mailed to the owner and to the engineer submitting the plans for review. .

t
f,
�i
Mr: Henry Harris
Re: Predrill Investigation,
Robeson Co Water System:
Page 3
IF THE SUBMITTED WELL AND WELL SITE INFORMATION IS INCOMPLETE,, `THE
REGIONAL' OFFICE WILL RETURN THE ENTIRE'SUBMISSION TO THE ENGINEER. -
Upon receiving authorization to construct by the Plan Review Branch ni Raleigh, construction of
the;pro�ect mayproceed. Your engineer �or his representative: shall make site: visits to ensure. that
construction is 'in accordance with the approved plans. Once construction has been .completed, ,I
w.:11ill need to inspect the -water system: Please contact me so that I can schedule my inspection. Any
def ciencies noted during this. inspection will have -to: be corrected. before the well -can- be put in
service.
If it is decided that a well' -will NOT be used as :a public water system source aiid you choose to
abandon the well; then it -must be abandoned in accordance' with. Ground' Water. Sectionxs- Well
Abandonment - Rules 'arid local health department requirements (if your. county. `has applicable
rules). The telephone number ,for the Fayetteville Regional Office Aquifer Protection Section and
Public Water Supply'Section.is [phone]. Please call this number`if there are:any questions
concerning this letter or Public Water Supply Section requirements..
Sincerely;
Edd D. Wilbanks,. Asst. Regional Engineer
Public Water Supply Section
Division of Environmental. Health
Enclosures: New Well Check list
Ground Water Rules
Well Site Criteria (Section .0203)
cc: Jessica G. Miles, Chief,, Public Water Supply Section
Debra B. Benoy, P.E., Regional Engineer, Public Water Supply Section
Water Quality -Aquifer Protection Section -Fayetteville Regional Office

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11- V 1 I I ,
1316 S. Fifth Street
Wily inn gton, NO 28401
Telephone: [phone]
Fax: [phone]
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L_abIdratory Report
Prepared for --
Charles Underwood Report Date;
R. Underwood, Inc. - Gate Received:
2189. Everett Dowdy Road
Sanford, NO 27330
Work Order #:
Page 1 of 2
NCIWW Cert. #: 07S
NCIDW Cert. #: 37721.
7/1012Q06 -
61/9/2006
090E-62951
Or0ject Nu., . -
Oust. Code:
UNDER
Project.110: ROSESON 291
NWIOC - 06119106' .
Cust. P.O.#:
No. Sample ID
Date Sampled Time Sampled Matrix
Sample Type Condition
001 WELL SITE 29A
6119/2006 14:30
❑W
Grab
4 +/- 2 des i
Analyzed
Test Performed
Method
Results
Date
Time Qualifier
MOW Well Inorgania Scan
0:00
Turbidity
SM 21303
15 NTU
-,6120106
10.45
Arsenio
EPA 200.8
<0.005 mg/L
713106
14:09
Barium
EPA 200.4
.018 ` mg/L
7/3/08
14:09
Cadmium
EPA 200,8
0.001 mg/L
7/3106
14:09
Calcium
SM 311.13:
.450 mg1L
6127106
13:20
Chloride
EPA 325.2 OR SM 4500.E
4 mg/L
6123/06
10i30
Ohr�rniimm
-EPA 200.s
�0.006 rng1L
7/3106
14:0s
Copper
-EPA 200.8
40.003 mg/L
713106
id•:09
Cyanide
SM 4500C/E
<0,005 mg/1-
6123/00
10:25
Fluoride
SM 49000 OR BIC
C0.10 mg/L
6121t06
8.00
Iron :
SM 3111 B
2.0.0 mg/L
6193108
7:60 ,
Lead
EPA 200.8
e-0.003 mg/L
7/3105
14:09
Magnosiurn
SM 3111R
'247 mg/L
6/26106
11:30
MangO.nese
EPA 200.8
.009 mg/L
715/06
16:30
Mercury
EPA 245.1
<0.0002 mg/L•
6127/06
10:00
Nickel
I;PA 260.8
<0.005 mg/L
713106
14,09- '
Nitrate '
SM 4500E/F
<0.10 mg/L
6120/06`
16:00
Nitrite
SM 45000
10.06 mg/L
6121/06
8:00
.Selenium
EPA20.0.9
<0.005 rng/L
113106
14;09
Silver
EPA 200.8 •
0.002 mg/L
7/6106 .
. 9:43
Sodium
SM 31118
3.58 mg1L ,
6126106
13:05
Sulfite in Drinking Water
SM 4500, D L E
6 mg/L
6128108
44,30
Acidity
EPA 305r.2
28 mg1L
5/23%06
15:00 ,
Antimony
EPA 200.8-
<OA01 mglL
71310E
14:09
Beryllium
EPA200.8
<0.001 mglL
7/3/06 -
14 09
Thallium
I<PA 200.8
<0,001 mg/L
114:09
Zinc
EPA 200.8
-50.008 mg/L
.713106
7/3106
14:09
Color {Platinum-Cob$lty
*;M 2120B
12 OU
6/20106
10:30
Total Hardness,Calculation
2.14 mg/1-.
6/27106
13:20
pH - Laboratory
SM 4600 B'
4.05 S.U.
0120106,
10;2S
Alkalinity
SM 23205
7 mg/L
6/23106
14.00
Total DissoNmd Solids ,
SM.2640C
54 mg/L
6123/06
8:00

Oxford-Labo�'tory'',
1316 S. Fifth. streat Page x 4f 2
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Fax, 9l D-343.9688 NcMw Cart. M 075
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Laborat'Ory R.epo`rt
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January 25, 2008
Kenneth N. Windley, Jr. -- County Manager
Robeson County
265 McGirt Road
Maxton, North Carolina 28364
Dear Mr. Windley:
Michael F Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Divisions of Water Quality
Subject: Permit No. WQ0015068
NC 20 West Rex Site
Evaporationilnflltration Lagoon
Robeson County
In accordance with your permit renewal request received October 25, 2007, and subsequent
additional information received December 27, 2007, we are forwarding herewith Permit No.
WQ0015068, dated January 25, 2008, to Robeson County for the continued operation of the subject
evaporation / infiltration lagoon.
This permit shall be effective from the date of issuance until December 31 2012, shall void
Permit No. WQ0015068 issued July 25, 2003, 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 wiII
result in future compliance problems. Please note that per a request received December 27, 2007, the
compliance boundary has been relocated on the eastern and western sides of the property, so that the
existing and proposed wells are located outside of the compliance boundary.
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 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 Matthew Fleahman at
[phone] or [e-mail].
Sincere] ,
Coleen H. Sullins
cc: Robeson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Technical. Assistance and Certification Unit
APS Central Files
LAU Files
One
NCarolina
Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone : [phone]
Internet: www.ncwaterauality.or2 Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Customer Service: [phone]

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
EVAPORATION / INFILTRATION LAGOON 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
Robeson County
Robeson County
FOR THE
continued operation of a 8,200 gallon per day (GPD) evaporation / infiltration lagoon system consisiting
of a 130,000 gallon infiltration lagoon to serve Robeson County Water System NC 20 West (Rex. Site),
with no discharge of wastes to the surface waters, pursuant to the application received October 25, 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 December 31, 2012, shall void Permit
No. WQ0015068 issued July 25, 2003, and shall be subject to the following specified conditions and
limitations:
1. SCHEDULES [please review the entire permit for reporting, monitoring, and other on -going activities]
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. 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.
II. PERFORMANCE STANDARDS
1. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions or failure of the infiltration 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.
WQ0015068 Version 3.0 Shell Version 071022 Page 1 of 5

3. 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. 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 exceedance 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. Please
note that per a request received December 27, 2007, the compliance boundary has been relocated on
the eastern and western sides of the property, so that the existing and proposed wells are located
outside of the compliance boundary.
5. 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.
6. 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).
7. 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.
8. The facilities permitted herein must be constructed according to the following setbacks:
a. The setbacks for high -rate infiltration sites shall be as follows (all distances in feet):
i. Any private or public water supply source: 100
ii. Surface waters: 200
iii. Any well with exception of monitoring wells: 100
iv. Any property line: 50
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 .0707 including operational functions, maintenance
schedules, safety measures, and a spill response plan..
2. Upon classification of the wastewater treatment and infiltration 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.
3. No type of wastewater other than that from Robeson County Water System NC 20 West (Rex Site)
shall be disposed onto the high -rate infiltration area.
4. No traffic or equipment shall be allowed on the disposal area except while installation occurs or while
normal maintenance is being performed.
5. Public access to the land application sites shall be controlled. Such controls may include the posting
of signs showing the activities being conducted on site.
WQOO15068 Version 3.0 Shell Version 071022 Page 2 of 5

6. The residuals generated from these treatment facilities must be disposed / utilized in accordance with
15A NCAC 02T .1100. The Permittee shall maintain a residual management plan pursuant 4o 15A
NCAC 02T .0708.
7. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
8. freeboard in the evaporation / infiltration lagoon shall not be less than 2 feet at any time.
A waste -level gauge, to monitor waste levels in the evaporation / infiltration 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.
10. 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
1. The Permittee shall monitor the level of accumulated solids in the evaporation / infiltration lagoon
and retain the records on -site. if it is determined that the solids are sufficiently reducing the active
storage / treatment volume of the lagoon, the Penmittee shall properly dispose of all residual solids as
stipulated in Condition II1.6.
2. 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.
3. 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.
4. Freeboard (i.e., waste level to the lowest elevation on the top of the embankment) in the evaporation 1
infiltration lagoon shall be recorded weekly.
5. A record shall be maintained of all residuals removed from this facility. This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed.
6. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
433-3300, 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 infiltration area, runoff from
the infiltration areas or infiltration basin breakout.
b. Any process unit failure, due to known or unlmown 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.
WQ0015068 Version 3.0 Shell Version 071022 Page 3 of 5

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 form4,.
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 ne\v
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 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 25"' day of January 2008
NORTH C L1NA ENVIRONMENTAL MANAGEMENT COMMISSION
�Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015068
WQ0015068 Version 3.0 Shell Version 071022 Page 5 of 5

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 infiltration area.
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 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 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 leaehate.
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 NCG010000, and any requirements pertaining to
wetlands under 15A NCAC 02B .0200 and 02H .0500.
WQ0015068 Version 3.0 Shell Version 071022 Page 4 of 5

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WATER
Q
December 13, 2007
MYRON NEVILLE - SUPERINTENDENT
ROBESON COUNTY
701 NORTH ELM STREET
LUMBERTON, NC-28358
Michael F. Easley, Governor
William G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
DEC 291 20,07
DENR-FAYET1 P.I,FREGIONAL OFFICE ',
Subject: Application No..WQ0015068
Additional Information Request
Evaporation/Infiltration Lagoon
System
Robeson County
Dear Mr. Neville:
The Land Application Unit has completed its review of the" subject renewal application package.
Additional information is required before we may finish our review. Please address the following items
no later than January 25, 2007.
Per Rule 15A NCAC 02L .0107(d), no water supply wells shall be constructed or operated within
the compliance -boundary of the disposal system individually permitted, or repermitted after
January 1, 1993. In order'to comply with this regulation, the permittee may submit a request to
delineate the compliance boundary on the lagoon side of the water supply well. In addition to the
written request,, the permittee shall submit a site map identifying the new compliance and review
boundarys. ;
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant.' In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information. One (1) copy
of all revised and/or additional documentation should be signed, dated, and submitted to the address
below. One (1) copy of all revised and/or additional documentation should be signed, sealed, dated, and
_submitted to Jim Barber in the Fayetteville Regional_Office. Please note that failure to provide this
additional information on or before the above requested date may result in your application being returned
as incomplete. J
If you have any questions regarding this request, please do not hesitate to
Thank you for your cooperation.
me at)[phone].
Environmental Engineer I
NorthCarolina
Natura!!ff
North Carolina Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
www.ncwaterquallity.org 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirrriative Action Employer - 50% Recycled/10% Post Consumer Paper

Mr. Myron Neville
December 13, 2007
Page 2 of 2
cc: ;rm BarUerF�yetteznllelR�gional�O:ffice,_Aquifer Poteetiori�ctori
Permit Application File WQ0015068

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
Date: 12/03/07 . County: Robeson
To: Aquifer Protection Section Central Office Permittee: Robeson County Water Dept.
Central Office Reviewer:.M. FleahmanProject Name: Hwv 20 (Rex site) WTP I&E Lagoon
Regional Login No: ?? Application No.: W00015068
I.' GENERAL INFORMATION
1. This application is (check an that apply): ❑ New ® Renewal
❑ Minor Modification ❑ Major Modification
Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ® Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included El503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in.situ remediation) .
Was a site visit conducted in order to prepare this report? ZI Yes or ❑ No.
a. Date of site visit: 11/15/07
b. Person contacted andcontact information: Myron Neville, WTP supt./ORC
c: Site visit conducted by: Jim Barber. and Joel Shields
d. Inspection Report Attached: ® Yes. or ❑ No.
2. Is the following information entered into the BIMS record for this application correct?
® Yes -or ❑ No. If no, please complete the following or indicatethat it is correct on the current application.
For Treatment Facilities:
a. Location: 2342 Hwv 20; St. Pauls NC 28384 (west of I-95)
b. Driving Directions; From St. Pauls take Hwy 20 west toward the Rex community, approx. 3-4 miles west
of I-95. The Robeson County WTP infrastructure is on the north side of Hwy 20.
c. USGS. Quadrangle Map name and number:. Rennert, NC (H-22-SE)
d. Latitude: 34-49-52N Longitude: 79-01-07W
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
Municipal water system with Infiltration/Evaporative lagoon system.
For Disposal and Infection Sites:
(If multiple sites either indicate which sites the information applies to, -copespaste a new section into the
document for each site,.or attach additional pages for each site)
a. Location(s): Lagoon located at same location above
b. Driving Directions: same
c. USGS Quadrangle Map name and number: same
d. Latitude: same Longitude: same
e.
II. NEWAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modifications, skip to next section)
Description Of Waste(S) And Facilities
FORM: APSARRrobesonlElagoonWQ0015068Dec2007.doc
1

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
1. Please attach completed rating sheet. Facility Classification:
2. Are the new treatment facilities adequate for the type of waste and disposal system?
❑ Yes ❑ No ❑ N/A. 1f no, please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ❑ Yes ❑ No ❑ N/A. If no, please explain:
4. Does the application (maps, plans,, etc.) represent the actual site (property lines; wells, surface drainage)? ❑
Yes ❑ No ❑.N/A. If no, please explain:
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. ❑ Yes ❑ No ❑
N/A. If no, please explain:
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
❑ Yes ❑ No'❑ N/A. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
❑ Yes ❑ No ❑ N/A. If yes, please attach a map showing areas•of 100-year flood -plain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? -❑, Yes or ❑ No. 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:
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, --etc.) adequate? ❑ Yes ❑ No ❑ N/A. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other. restrictions be required?' ❑ Yes ❑ No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
III. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior modification
systems)
Description Of Waste(S) And Facilities
1. Are there appropriately certified ORCs for the facilities? ® Yes or ❑ No.
Operator in Charge:,,Myron Neville Certificate #:
Backup- Operator in Charge: Certificate #:
2. Is the design, maintenance and. operation (e.g. adequate aeration,sludge wasting, sludge storage, effluent
r
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? ® Yes or ❑ No.
If no, please explain:
FORM: APSARRrobeson1ElagoonWQ0015068Dec2007.doe 2

AQUIFER PROTECTION SECTION .REGIONAL STAFF REPORT
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? E Yes or ❑ No. If no,1please explain: The infiltration lagoon settles out the iron
I
scale that is removed from well water prior to distribution. The filters utilized are typically backwashed weekly.
4. -Has the site changed in any way that may affect -permit (drainage. added, new wells inside the compliance
boundary, new development, etc.)? If yes; please explain: NO
5. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
❑ Yes or ❑ No. If no, please explain. Iron scale and sediment from the lagoon is removed typically on a
three to five year cycle and the material is disposed of at the Robeson County Landfill accordingto o Myron
Neville.
6. Are the existing application rates (hydraulic or nutrient) still acceptable? ® Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ® N/A. Attach map of existing monitoring well network .if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Will seasonal or other restrictions be required for added sites?, 0-Yes ® No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ® No. 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:
10. Is the description of the facilities, type and/or volume of Waste(s) as written in the existing permit correct?
Yes or ❑ No. If no, please explain:
11. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No ® N/A. If no, please. explain: .
12. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ❑ Yes or
❑ No ® N/A. Please summarize any findings resulting from this review:
13. 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):
14. Have all compliance dates/conditions in the -existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑,Not Determined ® N/A.. If no, please explain:
15. Are there any.,issues related to compliance/enforcement that should be resolved before issuing this permit? ❑
Yes or Z No ❑ N/A. ' If yes, please explain:
FORM: APSARRrobesonlElagoonWQ0015068Dec2007.doc 3

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
IV. INJECTION WELL PERMIT APPLICATIONS:(Complete these two sections for all systems that use injection'
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells.)
Description Of Well(S) And Facilities — New, Renewal, AndModification.
1. Type of injection system: .
❑ Heating/cooling water return, flow (5A7)
❑ Closed -loop heat pump system (5QM/5QW)
❑ In situ remediation (5I)
❑ Closed -loop groundwater remediation effluent injection (5L/"Non=Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ❑ No
What is/are the pollution source(s)? What is the distance of the injection Well(s) from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft.
5. _Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
6'. Flooding potential of site:. ❑ Low ❑ Moderate - ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑' Yes ❑ No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater -monitoring program:
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ❑ Yes or ❑ No. If .
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate, scale, and north arrow.
Infection Well Permit Renewal And'Modification Only:
1. For heat pump systems; are there any abnormalities in heat'pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If yes, explain:
r
2. .For closed -loop "heat pump systems, has system lost.pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. 'If yes, explain:
3. For renewal -or-mod ifi cation, of groundwater remediation permits.(of'any lype), will
continued/additional/modified injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
4. Drilling contractor: Name:
FORM: APSARRrobesonlElagoonWQ00]5068Dec2007.doc 4

AQUIFER PROTECTION SECTION REGIONAL. STAFF REPORT
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: APSARRrobesonIElagoonWQ0015068Dec2007.dob

AQUIFER PROTECTION SECTION REGIONAL STAFF. REPORT
V. EVAL UATIONAND RECOMMENDATIONS
1. Provide any additional narrative regarding your review of the application.: See enclosed photo's for features at
site.
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of .this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:.
5. 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:
Condition Reason
6. 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:
Condition Reason
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ❑ Issue upon receipt of needed additional information;
Issue; ❑ Deny. If deny, please st to rea , ns: n
8. Signature of report preparer(s):
Signature of APS regional super
Date: J2 A
FORM: APSARRrobesonIElagoonWQ0015068Dec2007.doc 6

� t
AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
According to Myron Neville the water supply well located at W00015068 has been inactive since late
2000/early 2001 due to high iron levels. The permit'has been maintained for a couple of permit cycles with the
anticipation of utilizing the'site due to growth in the county. A new water supply well has been drilled and.
constructed approximately 150' from the northeast corner of the I & E lagoon. See enclosed photos of the site.
' t _
FORM:. APSARRrobesonIElagoon WQ0015068Dec2007.doc
7

Compliance Inspection Report
Permit: WQ0015068 Effective: 0,7/25/03 Expiration: 106/30/08 Owner: Robeson Co
SOC: Effective:. Expiration: Facility: Robeson Co -Co Wide WtrSystmi
County: Robeson. 701- N Elm St
Region: Fayetteville
L'umberton'NC 28358
Contact Person: Willie A Best " .Title: Phone: 910=671-3022
Directions to Facility:
System Classifications:
Primary ORC: Certification: Phone:
Secondary ORC(s):
Oh -Site Representative(s):
Related Permits:
Inspection Date: 11/15/2007 Entry Time: 09:00 AM. Exit Time: 10:00,'AM ;
Primary Inspector: Joel Shields. Phones
Secondary Inspector(s):
Reason for Inspection: Routine Inspection. Type.: Compliance Evaluation
Permit Inspection Type: Lagoons,anfiltration/Evaporative
Faciiity Status: ■ Compliant 0 Not Compliant
Question Areas: -
N Miscellaneous Questions Storage „
(See attachmQntsummary) -
Pager 1

Permit: WQ0015068 Owner - Facility: Robeson Co
Inspection Date:'11/15/2007 Inspection Type: Compliance; Evaluation Reason for Visit: Routine

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Pick Style Black Help Login;£.
7
Information
ix information
mber (Do not use Spaces):
100114
Name (Last Name First
ROBESON COUNTY
Name 2:
look:
:1
s
age:
Address: 700 N ELM ST
State: NC
Zip: 28358
Acres: 5.06344795
Code: 2106
/alue: 985100
vmnt Value: 58800
Value: 1043900
^=
ax Owed: 9395.1
treet Address: 2342 20
borhood Description: ST
>TWP
►istrict Description: BIG
H FIRE
]rooms: 0
Built: 1977
eciation Table: 40G
hed Area: 1040

AQUIFER PROTECTION SECTION 3'....�
APPLICATION REVIEW REQUEST'FORM
j Nov
Date: November 9, 2007 fi
To: ❑Landon Davidson, AR0-APS ? ggip-rAY
❑ David May, aRO -
0 Art Barnhardt, FRO-APS' ❑ Charlie Stehman, WiRO-APS
❑ Andrew Pitner, MRO-APS ❑ Sherri Knight, WSRO-APS
❑ Jay Zimmerman; RRO-APS
From: Matt Fleahman. PG , Land Application Unit
Telephone: [phone] F6c [phone]
E Mail: matthew.fleahmanetcmail.net
A. Permit Number: WQ0015068
B. Owner: Robeson Co
C. Facility/Operation:
❑ Proposed ® Existing ® Facility ❑ Operation
D...Application:
1. Permit Type: ❑ Animal ❑ Surface Irrigation ❑ Reuse - ❑ H-R Infiltration
❑ Recycle ® I/E Lagoon ❑ GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2: Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® 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:
® Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ -Attach Attachment B for Certification by the LAPCU.
❑ 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-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this request form, please write.your name and dates in the spaces below, make a copy
of this sheet, and re appropriate Central -Office -Aquifer- Protection Section contact person
listed above.
RO-APS Reviewer:
Date:
FORM: APSARR 02/06 Page 1 of 1

F WATF
O ' RQG Michael F: Easley, Governor
y 'William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
< Coleen H. Sullins Director
Division of Water Quality "
i•
November 8, 2007.
KENNETH WINDLEY
ROBESON COUNTY
265 MCGIRT ROAD
MAXTON, NC 28364
Subject: Acknowledgement of Application No
Robeson Co -, Co Wide Water System
Lagoons,. Infiltration/Evaporative
Robeson County
Dear MR WINDLEY:
RECEIVED
NOV 14 toot
DENR - FAYETULLE REGIONALOR3CE
WQ0015068
The Aquifer Protection Section of the Division of Water Quality (the Division) acknowledges receipt of
your permit application and supporting materials on October 25, 2007. This application package has been
assigned the.number listed above and will be reviewed by Matthew Fleahman.
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 Diyision. Please also note at this time, processing permit applications can take as.
long as 60 - 90 days after receipt of a complete application.. To check on the status of your, application,
you can visit http://h2o.6n,r.state.ne.us/bims/reports/rei)ortsPennits.httnl. .
If you have any questions, please contact Matthew Fleahman by phone at [phone] or by email at.
[e-mail].. If the reviewer is unavailable, you may leave a message and they will
respond promptly.. Also note that the Division has'reorganized. To review our new organizational chart,
go to hM://h2o.enr.state.nc.us/documents/dwq_orgehart pdf.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING.INQUIRIES
ON THIS PROJECT.
Sincerely, ;
eFor H. Colson; E.
Supervisor
cc: Cavettemilie Regional Offee, Aquifer Protection : ection
en ra iles - Application No. WQ0015068
Myron Neville, Robeson'County. Water Department, 265 McGirt Rd., Maxton, NC 28364
Aquifer Protection Section' 1636 Mail Service Center
Internet: www.newaterguality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Noo e Carolina
Naturallff
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

CF
7
October 4, 2007
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
MYRON N&vILLE
ROBESON COUNTY
265 MCGIRT ROAD -
MAXTON, NC 28364
Subject: Permit Renewal Reminder
Lagoons, Infiltrative/Evaporative
NC #20 Site - Backwash Lagoon
Permit Number WQ0015068
-
Robeson County
Dear Mr. Neville,
As of this date, our records indicate that the above -referenced permit, Which was issued on July
25, 2003 and expires on June 30, 2008, has not been renewed. It is both a condition of your permit and -
-required .by 15A NCAC 2T .0109 to request a renewal of your permit at least_ 180 calendar days prior to
its expiration date.
Failure to apply for permit renewal, and operation of your facility without an active permit may
result in the assessment) of civil penalties in accordance. with North Carolina General Statute § 143-
215.6A. Therefore, it is imperative that you submit a permit renewal application package for review as
soon as possible.
Please submit the enclosed Wastewater Renewal without Modification Application (Form WWR
09-06) in triplicate to the following address:
.Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please note that if the facility has never been constructed or if the facility has been connected to
sewer service, the Permittee has the option of rescinding the permit. Thank you .in advance for your
cooperation and timely response. If you hav`e'any questions, please contact Nathaniel Thornburg-at(919) - -
71`5-6160 or at [e-mail].
Sincerely,
e / " U
i
Nathaniel D. Thornburg
Environmental Engineer H
cc: Fayetteville--Regional-Office— Aquifer -Protection -Section-
APS Central Files
NorthCarolina
�aturall�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636, Phone [phone] Customer Service
Internet: www.ncwaterquality.org 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

State of North C a T� 1 ED
Department of Environment an Natural Reso rces
Divisionlof Wateir�:ity ' NOV it 207
INSTRUCTIONS' FOR FORM: -WWR 09- psppyEMLLEREGIONAL OFRGE
(RENEWAL WITHOUT MODIFICATION OF WASTEWA3.MR NON -DISC
For more information or for an electronic version'of this form,'visit.7he Land Application Unit (LAU) web site at:
http://lu2o,en.r.state.nc.usflcu/rnaitz.Irt n/
This form. is for renewal without modification for all wastewater non -discharge systems. Wastewater non -discharge
systems include: High Rate Infiltration Systems; Infiltration/Evapozation Lagoons; Reclaimed Water Utilization
Systems; Wastewater Recycle Systems; Single Family Surface 1•rr*gad6,n.Systenns, and Surface Irrigation Systems.
This application may not be used for renewal of Lan d.r:401ication of Residuals Permits
A. Application Form (All Application Packages):
✓ Submit one (1) original and two (2) copies of the completed', -and. appropriately executed application form.
Any changes made to this form will result in the application package being returned.
✓ If the Applicant is a corporation or company, it must be -,,registered for business with the NC Secretary of
State htt r//www.secretw,y.state.nc.us/Corporations/CSearcli.aspx).
✓ If the Applicant is a partnership, sole proprietorship, trade,mme, or d/b/a enclose a copy of the certificate
filed with the register of deeds in the county of business.
✓ The application must be signed appropriately in accordance .with 15A NCAC 2T .0106(b). An alternate
person may be designated as the signing official, provided that a delegation letter is provided from a person
who meets the referenced criteria. You may download anri2niple delegation letter from the LAU web site.
✓ Submit three (3) copies of the most recently issued existin ?6rmit.
B. Additional Forms (Single Family Residence Surface Irrigatiosi.Systems Only):
Suhmit.one (1) original and two (2) copies of a completed and.properly executed FORM: SFR O&M. This
Form may be downloaded at: httn://h2o.enr.st.ate.nc.us/lau/2p,Qlications.html#Sint>]e
C. Site Map
✓ Submit three (3) copies of an updated site map if require&as part•of the original submittal in accordance
with 15A NCAC 2T .0105(d).
I. GENERAL INFORMATION: ff
1. Permittee's name (Owner of the facility): _li Obc--So 1 Cot- ,
2. Complete mailing address of Pernuttee:
�.b-5- /}-- a .
City: MG' &-Lo State: -4J L Zip: �2�24S
Telephone number: /DFacsimilenumber: (914) ) 94'Z/— -S-.390
Email Address: A4 v." a W s /le-
�y e�rr.a,�. eo• vs /�
3. Facility name (name of the subdivision, shopping center, etc.): �IL 26) St`�e �c,C�4Jw
L-Pi, U13.'1
4. Complete address of the physical location of the facility (if different from above):
Z. 3 4nn- 2— Ywv -L-0, c-,s f
City: 54- - r� k IS n State: X C Zip: Z 3�
5. County where project is located:
6. Name and affiliation of contact person who can answer questions about project: VlY� :�`l;Y(lPru3 T,
W � o�S7� ^��7' Sa;,P 1`• Email Address:,_t1kAe--j%kjjf
FORM: WWR 09-06 Page 1

II. PERMIT INFORMATION:
Existing permit number and the issuance date 71.((u
2. Existing permit type:
❑ High -Rate Infiltration T--P Evaporation Lagoons
y� ❑ Reclaimed Water Utilization
❑ Single Family Surface Irrigation ❑ Surface Irrigation ❑ Wastewater Recycle
3. Has the treatment and disposal system been constructed? �L Yes ❑ No
4. If the system has not been constructed, would you like to rescind your permit (i.e. the permitted _facilities
will not be needed)? ❑ Yes ❑ No
5. Has the wastewater system been connected to a municipal or community sewer system? ❑ Yes No
Applicant's Certification [signing authority rpust be in compliance with 15A NCAC
I, Ku A t- . fir.0 c.ul
(signing a hority name and title)
attest that this application for /Ve— -2-6) $�
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge
of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that 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 package 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. I further certify that the applicant or
any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are
compliant with any active compliance schedule, and do not have any overdue annual fees under Rule 2T .0105.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any
false statement, representation, or certification in any application package 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:
Date: �Q—fig r-o7
THE COMPLETED RENEWAL APPLICATION SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
By U.S. Postal Service:
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
RECEIpR�T D TN�DE a ION
AQUIFER'. 2007
OCT 2 5_
By Courier/Special Delivery:
2728 CAPITAL BOULEVARD
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
FORM: WWR 09-06 Page 2

i
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
EVAPORATIONANFILTRATION LAGOON 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
-Robeson _County
Robeson County
FOR THE
continued operation of a 8,200 gallon per day (GPD) evaporation/infiltration lagoon system consisting of a
130,000 gallon infiltration lagoon to serve the Robeson County Water System, Phase IV, NC #20 Site, with no
discharge of wastes to the surface waters, pursuant to the application received January 2, 2003, 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.
This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No.
WQ0015068 issued May 27, 1998, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, 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 wastewater treatment or disposal facilities.
The residuals generated from these treatment facilities must be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
3. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.

5. The following buffers shall be maintained:
a) 100 feet between wetted areas and water supply wells,
b) 100 feet between wetted areas and waters classified as SA,
c) 25 feet between wetted areas and! surface waters not classified as SA,
d) 100 feet between wastewater treatment units and wells,
e) 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
II. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and spray 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.
3. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater outside of the high rate infiltration disposal area, which result from the
operation of this facility.
4. Freeboard in the evaporation/infiltration lagoon shall not be less than two feet at any time.
5. No type of wastewater other than that from the Robeson County Water System, Phase IV, NC #20
Site shall be disposed in the evaporation/infiltration lagoon.
6. Public access to the evaporation/infiltration lagoon shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site.
7. A waste -level gauge, to monitor waste levels in the evaporation/infiltration lagoon, shall be installed
within 60 days of issuance of this permit. This gauge shall have readily visible permanent markings
indicating the maximum liquid level at the top of the temporary liquid storage volume and top of the
dam elevations.
A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), 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.
9. The Permittee shall monitor the level of accumulated solids in the evaporation/infiltration lagoon and
retain the records on -site. If it is determined that the solids are sufficiently reducing the active
storage/treatment volume of the lagoon, the Permittee shall properly dispose of all residual solids as
stipulated in Condition 1.3.

III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
i
2. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, 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 basin or tank, 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 renders 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 of all or
any portion of the influent to such station or facility; or
d. Any time that self -monitoring information indicates that the facility is not in compliance with its
permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], 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
The COMPLIANCE BOUNDARY for disposal systems is specified by regulations in 15A NCAC
2L, Groundwater Classifications and Standards The Compliance Boundary for disposal systems
individually permitted after December 30, 1983 shall be 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 shall be
subject to immediate remediation action according to 15A NCAC 2L .0106(d)(2).
2. The REVIEW BOUNDARY is established around the disposal system midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
shall require action in accordance with 15A NCAC 2L .0106(d)(1).
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 tol 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 forj a period of three years from the date of the inspection and
shall be made available to the Division or other permitting authority, upon request.
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
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.
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. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and
conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation
of these connection activities, appropriate approval must be received from this Division.
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 15A NCAC 2H .0205 (c)(4).
6. -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.
7. 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 NCGO10000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of this project.
The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Commission will review the adequacy of the facilities described
therein, and if warranted, will extend the permit for such period of time and under such conditions
and limitations as it may deem appropriate.

Permit issued this the 25t" day of July, 2003
CAROLINA
Alan,W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015068
COMMISSION

YT
NCDENR
North Carolina Department.of�Environment and Natural Resources
I Division of Water Quality
Michael F. Easley, Governor
4May:23;:2005�
MEMORANDUM:
TO: Dr. Ken Rudo, Ph.D, Toxicologist
Division of Public Health - OEES
FROM:
SUBJECT:
Alan Clark, Chief J1, A,
Planning Section
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Request for Comments on a Proposed Variance Request from the Requirements of
15A NCAC 2L .0107(d) for Three Permitted. Robeson County Facilities.
Attached is copy of a proposed variance request from the Division of Water Quality in the
Fayetteville Regional Office on behalf of the Robeson County Water System for a variance to well
location requirements for three county water treatment facilities under 15A NCAC 2L .0107(d). This
rule specifies that "... no water supply wells shall be constructed or operated within the compliance
boundary of a disposal system ... ". The intent of pursuing.a variance is ,to eliminate the conflict
between the rule and the siting of water supply wells owned by the Robeson County Water System
for three separate locations. This variance is ,being requested in accordance with 15A NCAC 2L
.0113.
Included with this report is a copy of the site maps with well construction information for the
three. sites. Laboratory report sheets are also provided showing historic .Iron -and Manganese
concentration's from the public water supply wells. We are asking for review of the materials and
comment from the Division of Public Health on the public water supply well information. for the
Robeson County Water System locations submitted for this request.
The following is background information on this request to assist you in. your review.
Robeson County owns and operates a water supply system where water wells withdraw groundwater
from aquifers at various locations throughout the; county at three separate. facilities... The three
facilities for which the variance is requested are located near the Town of St. Pauls, North Carolina
as follows:
Division of Water Quality
Permit Number
WQ0015068
Site Name
NC Hwy 20
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 -
512 N. Salisbury St,, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] Internet:: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
Description of the Facility Location
Three miles northwest of St. Pauls, NC
on NC Highway 20.
Nne
orthCarolina
)Vah(rally

WQ0003089 Saddletree 9.5 miles ' southeast of St.
Pauls, NC on Carthage Road just off of
NC Highway 211.
0
WQ0000469 Rocco Four miles east of St. Pauls, NC
on NC Highway 20 bounded by
Galiberry Swamp and Big Marsh
Swamp.
. At all three of these sites, raw groundwater is pumped deep from beneath the ground as the
sole source of water supply. This groundwater has naturally occurring high concentrations of
undesirable minerals, which requires treatment before it is sent on to the consumer. Prior to serving
water to its customers, the three locations treat the water to remove naturally occurring
concentrations of Iron and Manganese. This treatment also serves to condition the water prior to
potable use. All three water -conditioning systems that are the subject of this proposed variance are
located near their respective public water supply wells.
- Each of the water -conditioning systems consists of a small treatment building, which houses
the filtering equipment to remove impurities. -On an occasional basis the filters are backwashed to
remove the buildup of substances and the treated water is discharged into a 1,400 square foot
infiltration basin. This basin receives backwash water from the water treatment filters and the
backwash is then allowed to soak into the ground under the conditions of a permit to discharge to
groundwater (i.e. Non -Discharge Permit). There is no direct discharge of backwash to the surface
waters of the state from the three Robeson County facilities.
The effect of implementing a variance would be to allow the county to continue operating the
water wells within the compliance boundaries of each of the facilities. It will also allow the Division
to streamline the permitting process for the three facilities instead of having each one individually
apply for a variance under title 15A NCAC 2L .0113. This variance request is limited to the setback
requirements for these three wells. All three of the water supply wells for these facilities are within
the respective Compliance Boundaries for each of the backwash facilities, which is not allowed
under 15A NCAC 2L .0107(d). Pursuant to 15A NCAC 2L .0107(b), setback requirements specify
that the Compliance Boundary,for an individually permitted disposal system be 250 feet from the
waste boundary. In addition, a condition for approval of the variance will specify that the three
existing backwash systems must demonstrate, to the satisfaction of the Director and at the time of
each permit renewal, that there is no adverse impact occurring to groundwater quality due to the
wells proximity to the disposal system.
The Division of Water Quality staff believes that variance to the requirements of 15A NCAC
2L .0107(d) will not endanger the health and safety of water users, well owners, adjacent property
owners, or the public. The proposed variance under 15A NCAC 2L .0202 will not cause the water
supplier to need a variance to drinking water standards in 15A NCAC 18C .01500. This variance
does not propose new discharge limits in the permits for the backwash treatment operations at'any of
these three facilities. It does not specify changes in the shape and size of Compliance Boundaries
under 15A NCAC 2L .0107 at any of the facilities. In addition, the variance will not change the
requirement that the permittee meet the Groundwater Quality Standards under title 15A NCAC 2L
.0202 at and beyond the Compliance Boundaries for each of these facilities. Only the three facilities
near St. Pauls, North Carolina are the subject of this variance request. The variance does not affect
1)

any other water supply facilities in Robeson County that, use groundwater as a source , of public
drinking water supply and does not cover any other types of permitted facility owned or operated by
the county.
The Division of Water Quality (DWQ) in the Fayetteville Regional Office examined site
information to determine if there are any present impacts to the public water supply wells from the
backwash facilities. The water supply wells from these three locations range iri depth from 135 feet
to 185 feet below ground surface. The backwash water being discharged into the infiltration basins is
designed to discharge into the -upper 10 to 15 feet of the ground. The DWQ in the Fayetteville
Regional Office believes it is highly unlikely that the discharge from these basins will migrate to the
deeper aquifer that serves these wells. Detailed information from well construction records show that
each of these wells penetrates numerous clay and sand layers that restrict vertical flow from the
upper surface. These barriers serve to isolate the well water intake 'zones from' the subsurface
materials where disposal of backwash water is occurring under permit. The information submitted to
support the variance request shows that well screens are present in all of the public water supply
wells. The Fayetteville Regional Office believes that the arrangement of these well screens in the
subsurface prevents the infiltration of lower quality water from the surficial aquifer from getting into
the well while_ allowing higher quality groundwater from the deeper formations to� be obtained for
water supply.use.
Drinking water monitoring data from the Robeson County Water system has not indicated
any measurable deterioration of water quality in the public water supply wells. The Division of
Water Quality (DWQ) in the Fayetteville Regional Office reported that the primary pollutants from
the backwash system are Iron and Manganese. Analysis of water samples from Robeson County has
been conducted on filtered samples and on -unfiltered samples over the, last six years. Filtered water
samples taken from the water supply wells from January 1989 to February 2004 did not reveal any
exceedences of the drinking water standards for Iron or Manganese in 15A NCAC 18C .1500. With
the exception of one sample from the Saddletree Site (WQ0003089) taken on January 13, 2003, the
concentrations in unfiltered -water samples did not exceed drinking water standards for either of these
substances. On that date, the concentration of Iron at the Saddletree Site was 0.376 milligrams per
liter and the drinking water standard is 0.300 milligrams per liter in title 15A NCAC 18C .1500.
Manganese did not appear in any sample above the drinking water standard of 0.05 milligrams per.
liter during the six years that sampling was conducted. Mr. David Hance at the Division of Water
Quality — Planning Section examined recent laboratory results from water sample analysis of
inorganic substances at the three locations listed in the DHHS - North Carolina State Laboratory for
Public Health website http://slph.state.nc.us/. The intent of this examination was to determine if
recent sampling data showed the presence of Iron or Manganese in public water supplies from the
three sites. Neither Iron nor Manganese was found as a result of inorganic analysis of drinking water
samples.
Please review the attached report and provide David Hance in the DWQ-Planning Section
with a recommendation regarding the risk assessment to the three. public water supply wells in this
variance request. Mr. Hance may be contacted at 733-5083 (ext. 587) and he is in the Archdale
Building Room 625K. If possible, the Planning Section would like to receive your recommended
response by Thursday, June 23, 2005. If you need my assistance please call me at extension 570.
Upon receiving your recommendation, this information will be incorporated into the variance
request- packet and be forwarded to the Division of Water Quality for review by the Director,
pursuant to title 15A NCAC 2L .0113(d). If the Director deems the information to support this
variance request complete, DWQ will proceed to public notice and hearing under. 15A NCAC 2L.

.0113(e) of the rule. Pursuant to 15A NCAC 2L .0113(e), at least 30 days must pass between the
time public notice is given on a variance request and a public hearing is held. The hearing will be
held in Robeson County at an available public facility that will be discussed in the notice.
Per the requirements of 15A NCAC 2L .0113, variances must receive final action by the
Environmental Management Commission. Note that if a variance is not granted, the requirements of
15A NCAC 2L .0107(d) prohibits the operation of water supply wells within compliance boundaries
of individually permitted disposal systems. The continued operation of these wells is a violation of
this regulatory requirement and potentially necessitates the relocation of either the infiltration basins
or the water supply wells to meet the minimum 250 foot separation distance requirement in 15A
NCAC 2L .0107(b). Pursuant to 15A NCAC 2L .0113(c)(6) and (7), information has been submitted
in this variance request to support the finding that the cost to relocate wells and/or infiltration basins
is a "serious financial hardship" on Robeson County withoutan equal or greater public benefit.
cc: Jeff Manning
Carl Bailey
Ted Bush
Debra Watts
Kim Colson
Art Barnhardt (Fayetteville Regional Office - Aquifer Protection Section Supervisor)
David Hance
d

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1-C

Date Filtered
3/17/1989
1 /9/1997
1 /11 /2000
1 /13/2003
.005*
.01 *
Robinson Manganese Concentrations
(Drinking Water Standard)
Unfiltered NC Standard .050 mg/I
.03*
01*
Saddletree Site Manqanese

Robinson Manganese Concentrations
(Drinking Water Standard)
Date Filtered Unfiltered NC Standard .05' mg/I
1 /30/1989 0.015
1/10/1997 .005*
1/11/2000 .010*
1 /10/2003 .010*
Rocco Site, Managanese

Date Filtered
2/12/1997
2/20/2001 0.01 *
2/3/2004 0.01 *
Robinson Manganese Concentrations
.(Drinking Water Standard)
Unfiltered NC Standard .050 mg/I
0.009
* Denotes less than lab limit detected
Hwy 20 Site Manganese

Date Filtered
3/17/1989
1/9/1997
1/11/2000
1 /13/2003
Robinson Iron Concentrations
(Drinking Water Standards)
Unfiltered NC Standard .300 mg/I
0.57
0.11
0.203
0.376
Saddletree Site

Robinson Iron Concentrations
(Drinking Water Standard)
Date Filtered Unfiltered NC Standard .300 mg/I
1/30/1989 0.218
1/10/1997 0.038
1/2/2000 0.04
1 /10/2003 0.06
J
Rocco Site

Robinson Iron Concentrations
(Drinking Water Standard)
Date Filtered Unfiltered NC Standard .300 mg/I
2/12/1997 2.2
2/20/2001 0.04
2/3/2004 0.169
Hwy 20 Site

I
COUNTY OF ROBESON, NORTH CAROLINA
NON -DISCHARGE PERMIT NUMBERS
` WQOO1S068 C 20 INFILTRATION_LAGOOIV
WQ0003089 — SADDLETREE INFILTRATION BASIN
WQ0000469 — ROCCO BACKWASH LAGOON
1. The County tax identification number -for each property is as follows:
FNC O Inf tration.Lago-on -21�IO-0-0:01-1
Saddletree Infiltration Basin - 2016 01 014bl
Rocco Backwash Lagoon — 2117 02 01502
2. The well construction record for each well is enclosed.
3. Available laboratory data for each well is enclosed., -The only available raw water
data for each well is the original analysis. The only available backwash'd'ata is for the
Saddletree well.
4. The Opinion of Probable Cost to replace the three wells is as follows:
NC 20 Infiltration Lagoon — $195,600.00
Saddletree Infiltration Basin - $19500.00
Rocco Backwash Lagoon — $162,320.00
A detailed analysis.is enclosed.
5. The typical user fee would increase $0.30 per month based on 20,922 users.
Calculations are included with the�Opinion of Probable Cost.

Koonce,- Noble Associates, Inc.
Consulting Engineers
C 0
J L 9
[DE-L,F -,FAYE-f —iVUE R.EV-,0)i-\1AL OFICE
U
Mr. Thomas E. Cadwallader, P.'E.
North Carolina Division of Water Quality
Groundwater Section
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Dear Mr. Cadwallader,
RE: NON -DISCHARGE PERMIT NUMBERS
JAG-00N
WQ0003089 - SADDLETREE INFILTRATION BASIN"
WQ0000469 - ROCCO BACKWASH LAGOON
Your letter to Mr. Myron Neville, Robeson County Water Department, dated June 16,
2004, requested data, on the above -referenced permit numbers..A synopsis outlining, the
items you requested is enclosed. 'The synopsis also lists the documents that are enclosed!
Please let us know if We need to furnish you any.additional information concerning these
three permits.
Sincerely,
KOONCE, NOBLE & ASSOC., INC.
Sam R. Noble, Jr., P. E.
SRNjr/ftf
enclosures
cc: Mt. Myron Neville
208 EAST FIFTH STREET . P.O. BOX 1027 .
TELEPHONE..,(91Q) 738-9376 FAX [phone]
LUMBERTON, NC 28359
E MAIL: KNA @ Carolina.net

�Q% W A TF9Q Michael F. Easley, Governor
William 6. Ross Jr., Secretary
\Q (� North Carolina Department of Environment and Natural Resources
rAlan W. Klimek, P. E. Director.
- Division of Water Quality _
O `F Coleeri H. Sullins, Deputy Director
Division of Water Quality
��June_16 -2004�4 'GEIED
_
Mr. Myron Neville
Robeson County Water Department' JUN 17 20 4
701 North Elm'Street = DEfVR��A`rT(EViLLER2'GlowL OrFICE '
Lumberton, NC 28358
Re: Non -'Discharge Permit Numbers
'WQ0015068 =NC-201nfltxat><on:T✓agoon:::�
WQ0003089 — Saddletree Infiltration Basin ; 41
WQ0000469 — Rocco Backwash Lagoon _ 61
Dear Mr. Neville:
In accordance with prior correspondence, the above three permit location- s-will be .brought in
front of -the Environmental Management Commission (EMC) for the purpose of seeking a
variance to the regulation which prohibits the operation of a water supply well within the
limits of a Compliance Boundary. It is understood that a public hearing, will be required and in
preparation for this event, we will need specific data on each of the sites. We -hope that you will
have this information readily available and be'able, to forward it to our attention by July 15,
2004..
The information needed, for, each site, is as follows:
1: The county tax identification number and./or deed numbers for the properties;
2. Each supply well construction details as presented in a GW-1 report;
3. Laboratory data pertaining to the raw water supply, the treated.water supply and,
backwash' flows,•for up to the past five years for each individual site;
4'. Estimated present value of replacing the water supply'well with a similarly constructed
well'on another parcel of land (include its price if not presently owned by the County)
within 1500 feet of the existing site so the' Asting infrastructure (treatment, storage,
pumping, monitoring wells, etc.) can be maintained;
5. Estimated impact'on user fees by incurring the abandonment, salvaging and new .
construction as estimated in item 4 above.
Please forward the information to my. attention at the address below and do not hesitate to call
meat 919-715-6173, if there are any questions.
Sincerely,
Thomas E. Cadwallader, P.E.
cc. Art Barnhart, FaRO
N�dEhR
N. C. Division of Water Quality / Groundwater Section
1636 Mail Service Center Raleigh, N.C. 2769971636 Customer Service
Phone: [phone] Fax: [phone] Internet: http://gw.ehnr.state.nc.us 1-877-623-6748

Robeson, County Countywide Water System
Well Replacement Opinion of Probable Cost
Rocco
NC2.0 & Saddletree
-Well
$ 50,000.00
$
65,000.00
Development & Testing
$ 10,000.00
$.
12,000.00
Install New Pump & Motor
$ 25,000.00
$
30,000.00
Electrical
$ 2,000.00
$
3,000.00
Pump Discharge Piping
$ 7,000.00
$
10,000.00
Site Work
$ 6,000.00
$
6,000.00
Fence
$ 1,500.00,
$ -
1,560.00,
8" Raw Water Main
$ 15,000.00
$
15,000.00
Fittings
$1 500.00
$ .;
500.00
Abandon Existing Well
$ 2,000.00.
$
2,000.00
Total Construction
$ 119,000.00
$
145,000.06
Engineering,- Design
$ 11,900.00
$
14,500.00
- Inspection
$ 4,760--00
$
5,800.00
Legal & Administrative
$ . 4,760.00 ,
$
5,800.00
Land
$ • 10,000.00
$
10,000.06
Contingency
$, 11,900.00
$
14,500.00.
Total Project
$ 162,320.00-
$
195;600.00
Total Project Cost (All Wells)-
$ 553,520.00
Annual Cost .(10Yrs. @ 6%)
$ 75,223.37
Additional Monthly .Cost/User*
$ 0.30
*Based on 20,922 users

State Lead Variance — Fayetteville Regional Office �� %`��"' 4/29/04����
Information needed for a Blanket Variance for Three Robinson' : ,�
County WQ Permitted Facilities � 9 ',Fc0�'
The following is a discussion of the information needed to et a variance re ues`C�.to ublic not'
g q p ice
and hearing per 15A NCAC 2L .0113(d) and (e). The outline below quotes part of the rule followed by
the information needed. The Groundwater Section Central Office has reviewed previous approved
variances and has determined that, if the Fayetteville Regional Office (FRO) provides this information,
the requirements of the rule should be met. Note that this information is needed for each of the three
Permitted Facilities per the requirements of 15A NCAC 2L .0113(c)(1-9) since variances apply to site -
specific activities.
Please provide the .necessary information in the "Required ' Information" sections under each
subparagraph of 15A NCAC 2L .0113(c) as requested to supportthe blanket variance request for three
Robinson County permits:
MEMEMEMMEMMi Una 0 Kosovo
Subparagraph # 1: "Applications filed by counties or municipalities must include .f
a resolution o .
\j the County Board of Commissioners of the governing board ..... requesting the variance. "
Required Information for # 1:
No information or letter is required from local government since this is a state lead v
variance.
H. Subparagraph # 2: "A description of pas xisting, r proposed activities or operations that
have or would result in a discharge of con rmn nts to the groundwaters ".
Required Information for #_ 2:
This shall include a discussion of activities that involve .the permits at the three sites. This
submittal to meet the requirements of 15A NCAC 2L .0113(c)(2) must show:
• the permit numbers for the facilities;
._ oN -1 A2 • the county tax identification number and/or deed numbers for the properties;
r)t.• a description of the operations at the facility that requires a permit;
q,,�a
a description of the waste stream being treated at the site;
�-; • a discussion of the design flow of these waste water treatment systems;
,,,. ?tom,;,—`� • the amount of acreage of the facility;
the amount of'acreage-for the land area proposed for variance;
� LisC'�'S�,%�i�': tt;��tzt"T(()-�' � G��--d C�fr�t/�'�t.-/�,��� �j• �,� ;��_ ,. j ;,
mac. g 5��ti.,e::�r{,�_• 6, f,;`lt•�.,,

State Lead Variance — Fayetteville Regional Office 4/29/04
PIP— • the history of the 11 per site; ,
N,mAir • the reasons for the permit;
%-ow- • the description and land area of the permitted boundaries under 15A NCAC 21, (i:e.
Waste, review and compliance)
1'►°�r� • the conditions at the 'site that will 'result or have resulted in a exceedence of
�►�i' 'Groundwater Quality Standards in, title 15A NCAC 2L .0202 within the area
ro osed for variance;
• the activities and circumstances outside the compliance boundary that require land
be designated as under variance by the Environmental Management Commission,
�% • a revised compliance boundary if the variance request specifies that,this will change
as a result of granting the variance; and,
�%lk • any other land use features unique to these facilities.
Also include a brief discussion of the interactions between the county water systems) and..
the Groundwater Section with regard the need for variances at these three locations in Robinson
County. .
In addition to information about the site, the variance request must include information on
other known sources of contamination that may impact the land area of the proposed variance at
the permitted operation. This may include other- on -site and off -site sources of groundwater'
contamination (such as leaking UST tanks, solvent spills, etc.). If other permitted operations are
occurring on -site under a different permit number these must be discussed as well..The impact of
off -site permitted operations such as CAFOs, wastewater sewers lines, and _lift stations, land
farming, or spray, irrigation fields must also be discussed -and assessed. In`reporting information
on sources of groundwater contamination at adjacent properties; please note the local tax
identification numbers or deed numbers for the properties where these sources are located. This
information can come from existing information I in the FRO from the permitted .operation or
other information sources that are currently available. Existing reference information from GIS
data may be included, if readily accessible.
III. Subparagraph # 3: "Description of the proposed area for which a variance is requested. A
detailed map, showing the orientation of the facility ..::.. -must be included•"
Required Information for # 3:
' Maps showing each of the facilities with important features must be included with the
variance request and the following are required:
., • A general area map that shows nearby structures, roads, surface water bodies, .
�i surface drainage features and other important site features. A topographic' ma
g � P_P
shall be used for this and it's scale and quadrangle_ reference is to be shown;
_�� • A site map showing buildings, waste treatment devices and structures, facility
structures, wells, major streams, waste disposal operations, wastewater piping
and/or lift stations, and water supply lines within. area proposed for variance. This
2

State Lead Variance — Fayetteville Regional Office
11 4/29/04
map shall also show the dimensions .and shape of land area proposed for variance.
The waste boundary, review boundary, and compliance boundary should also be
noted on the map;
• 'A site map showing hydrogeologic:contours through the site and the area for which
variance is requested, and adjacent properties included. Groundwater monitoring
wells, drinking water supply wells; process water'supply wells, and -other types of
wells shall be located on this map. Buildings and other land use features shall be
shown as well. The land area for the ,proposed variance needs to be noted on the
map. All boundaries required in 15A NCAC 21,for permitted facilities needs to be
shown on the map with dimensions noted on the, map or in the narrative." The map
must show the direction of groundwater flow through the site -and through the area
for variance from 15A NCAC 2L .0107 and/or 15A NCAC 2L .0202.
-' • A site map showing groundwater monitoring wells with the most recent
concentration levels of substanceslound at the site;
�� • A site map showing water well use within V2 mile of the site around the facility.
This includes both private and public water supply wells;
Site map(s) showing more details of 'utilities at the .site." Wastewater treatment
systems; wastewater lines and. water lines that run through the area of, the variance
request must be located. This includes. the areas -where substances are expected_ to
Migrate; =
a site map showing the locatio
n of properties immediately adjacent to the facility.'
Please. include, the names of the, property .owners, addresses, and deed numbers of
these properties 'on the
map, if possible;
• a cross -sectional 'diagram showing vertical and horizontal modeling of the area `
proposed for variance and the land'area of the facility must be conducted. The scale
of this diagram will be shown .and it will show the dimensions of .the waste
boundary, review boundary, compliance boundary; and area.propo§ed for variance
for each of the permits. If feasible, simple groundwater modeling may be conducted
to show these boundaries. If modeling has been done by the permittee, this may be
used as well. Water supply -wells and other wells -at the site shall also be shown on
this attachment; and
• the dimensions and shape of a new. compliance boundary if the variance request
specifies' a change -from the current boundary; and
`x • any other important site specific feature that the FRO believes.is information the
Commission will need to determine if a variance -should be granted for these three
facilities. -
3

State Lead Variance — Fayetteville Regional Office
4/29/04
All maps must show all features 360 degrees around the site and show the orientation of
each of the facilities in relation to "north" on a compass. Existing quadrangle maps, local
government maps, topographic maps or Arcview maps may be used. If placing all the
information requested on one map would make the map difficult to read, you may use
individual maps to meet this requirement. Detailed site .and hydrogeologic maps must be to the
same scale. If the variance specifies that the area proposed for variance will extend the
permitted operation onto an adjacent landowner's property,'please note this as well on maps.
These items shall be discussed in the variance request narrative and they should be submitted
in appendices or attachments with the request.
_TJ
,� N. Subparagraph # 4: "Supporting information to establish that the variance will not endanger the
°.R �public health, ad safety, ................ from exposure to groundwater contaminants".
Required Information for # 4:
,?v The narrative for each of the sites shall discuss the reasons why granting a variance will not
impact health and the environment. Included "in this discussionshall be'information'showing that
drinking water supplies would not be impacted in or around the permitted .operation. The vertical
and horizontal dimensions of substances within the land area proposed for variance must be
delineated and described in the variance request. The horizontal boundary of the compliance
boundary shall also be included in this discussion for reference. If a vertical boundary for the
compliance boundary is known to exist from permits monitoring or modeling efforts by the
facilities, this should be discussed as well.
Groundwater 'monitoring data must demonstrate that substances are (1) not at
concentration levels that'will adversely impact private and public drinking water wells outside of
area for variance; and (2) will not migrate to off site drinking water supply wells at concentration
levels above applicable standards;
If there are public water supply wells:
• within the proposed, area of the variance;
• downgraidient from the property such that migrating substances may be impacted
by substances; or
• on the utilities property;
details of well construction including information on well depth, depth to water, depth and
type of casing, geologic, information, lithologic information, well screen 'and packing_ materials
must be submitted. If concentrations of substances are above Groundwater Quality Standards
within the subsurface area. of the well(s) or well field's influence (i.e. "cone of depression", well
drawdown, or other well pumping related phenomenon) then available construction details must
be submitted demonstrating that granting the variance will not impact water quality.
If there are private water supplies, well construction records showing construction details
hall be provided to. support the variance. Readily available information on well depth, depth to
water, depth of casing, geologic information, lithologic information, well screen and packing
�C
CrA
0

' State Lead Variance = Fayetteville Regional Office
4/29/04
materials shall be submitted in the variance. Cross sectional diagrams. showing well construction
of both private and, public water supply wells with local subsurface soils, materials and rock types
shall be submitted,'if they exist. This will assist in make the determination that substances will note
impact or migrate such that- Groundwater !Quality Standards will be exceeded outside the -
compliance boundary and area,proposed for variance. If there is groundwater quality monitoring
data from recovery wells or other types of wells that will assist in determining if a variance- shall
be granted, this data with'the well identification information and laboratory, results. will also need
to be submitted.
If there'are site -specific features that mitigate the impacts of substances at the site these
details need to be discussed in the, request. Information. such as well construction details,
subsurface soils and rock types, hydrogeology, the occurrence of natural remediation or
attenuation of, substances within the area of the variance ,must be submitted to support the
variance request and to allow substances to remain in place without treatment or remediation.
If there are oils impacted within the proposed area of the variance shall be noted with
concentration levels. Soils -to -groundwater risk 'based levels may be used as " a comparison to
determine if substances . in soils will not impact the groundwaters outside of the compliance .
boundary, within the proposed area of the variance; and. off ,site. The assessment of impact of
.contaminated soils includes surface soils, deep soils, and unconsolidated materials within the area
proposed for variance. If site information reveals that substances and wastes located in this area
will degrade or attenuate such that there are no impacts to groundwater and drinking water
supplies, this must be provided to support the request.- If the permittees plan to conduct other
activities to reduce the infiltration of rainwater into soils and groundwater, such as .capping; the
sites with concrete or asphalt, this, action needs to be noted in the variance request. Maps and
cross sectional diagrams of. soil sampling points should be included in the attachments to the
request.
The variance request must demonstrate that surface, waters will not: be impacted by
granting the variance suck that it will not (1) pose a healthhazard or significantly degrade "the
quality of surface water supplies used .for drinking; and (2) pose health or, environmental hazards
with other "best uses" of surface waters (recreation, bathing, swimming, fishing, etc.).
Documentation submitted must demonstrate that Surface Water Quality Standards in 15A NCAC
2B or other guidance levels used by, the Water Quality. Section will not, be exceeded for the
-class ' ification of surface water. bodies around the site. Surface water monitoring data must be-
inclded to support the variance request. If a surface water body is in used as -a source -of public'
water supply, that information must be included in the variance and located on maps. Sampling
points must be noted on the map with appropriate designations. If there is a surface water intake
used to supply drinking water for treatment, -that conveyance must be noted and the distance from
that particular facility shown as well. Any drinking water intakes that are within '/z mile of any of
the three facilities in this variance request must be noted in the variance with distances from each
facility. Note that impact to local wetlands should be included in the assessment of surface water
impacts since the Department considers these to be surface waters.
The request shall also, discuss the impact of granting a variance on sewer service lines,
building basements, telephone/cable television boxes, or other local utilities. These types of
structures may serve as a channel for contamination and the variance shall note -the depth of these
utilities in relation to the depth of the substances and the expected., vertical and horizontal
migration paths of these substances in groundwater.
5

�v State Lead Variance — Fayetteville Regional Office 4/29/04 .
Laboratory data to, support .the variance 'must show that the variance will not. have an
adverse impact on health, and the environment. With respect to any samples from' groundwater
monitoring well, surface water, drinking water well, or soil sampling data used to. support this
variance, laboratory information and sampling parameters must be adequately.. assessed. The
laboratory methods must be noted in the variance.requestfor the samples collected. If the permit
specifies that certain metals, volatile organics,.semi-volatile organics, and other substances are in'
the waste stream and are, under monitoring requirements in the permit, the impact of these
substances must be appropriately evaluated. Concentrations of the substances, the direction they
will migrate, the groundwater. wells they have been found in, and the impact they have on
groundwater must be evaluated. This information -may need.;a review of the toxicological and
health impacts by the Division of Public Health.
Health impacts information must show a trend of what. is going -on in groundwater. A Data
in a tabular format shall be sent depicting the, media monitored, identification number of the
sampling site, substance and concentration. The 'concentration'must be shown in the table with the
current Groundwater Quality Standard either listed. -in a column .or, shown in a legend. The
trending analysis is to show the behavior of substances within -the land area proposed for variance
outside the compliance boundary. This analysis shall also show what direction the concentrations
are anticipated to go (that is increasing or decreasing) as a result of the variance. Monitoring shall
also demonstrate what is ,expected to happen within the land area proposed for variance, if
granted by the Commission.' Risk -based calculations or. risk based levels for substances from
previous guidance may be used as comparisons as well, if these risk -based levels are established.
Available permittee monitoring data or special sampling data requested by the FRO may be used
to support this request. If graphic information is available, this can be provided as well to support
the requestAf any risk based concentrations are"provided for comparison, these should also be in
the same units.
V. Subparagraph #'5: "Supporting information to establish the;requirements of the Rule cannot'be,
chieved by providing the best available technology economically reasonable.......
Required Information for'"# 5:
The response must discuss the types of "best available technology" applicable to each of the
three facilities and the costs to each of:the facilities to comply,"with 15A NCAC 2L .0107 and/or
15A NCAC 2L .0202. Information may,be obtained from the facilities, industry sources, or other
state.; agencies. Reports from local and/or state budgets, memoranda from .the utilities or other
sources may be used to establish these estimates. Cost estimates for use of a particular technology
must be provided with a discussion of the reasons why it is anticipated that use of that technology
will be no more effective than variance. The discussion of additional costs for the implementation
of additional -treatment or cleanup technology shall be itemized as follows:
• Capital costs for installation of new machinery; control technology, and "
construction;
• Operation and maintenance of new technology;
6

'r% ,. I • . State Lead Variance Fayetteville Regional Office 4/29/04
Utility costs;
Personnel costs to operate the new technology, if applicable; and
Other secondary -costs associated with the new technology (i.e. need for new roads,
purchase or rental of additional land;,need for additional spray fields/land farming;
and landscaping/ grading of property).
The time frame for these costs must be noted as well and it is preferred that the
information be provided as a cost in dollars per year. A total cost for each alternative technology
needs to be noted in this response.
J
VI. Subparagraph # 6: "Supporting information to establish that compliance would produce serious
financial hardship on the applicant.
Required Information for # 6:
The variance request must specify the type of financial hardship the applicant will undergo
and the effects of complying with 15A NCAC 2L .0107 and/or 15A NCAC 2L .0202. Effects on
facility including operations, proposed expansion, employment, and other impacts may be noted.
If possible, these costs should be quantified.
VII. Subparagraph # 7: "Supporting information to establish. that compliance would produce serious
financial hardship without equal or greater public benefit. "
Required Information for # 7:
The variance request must specify the financial hardship of meeting 15A NCAC 2L .0107
and/or 15A NCAC 2L .0202 in the context of lack of any public benefit. A discussion of local
economic, financial,- and employment conditions in the local jurisdiction may be included. If there
are potential budget impacts to the local government entity by not granting a variance, these shall
be discussed in detail.
VIII. Subparagraph # 8: A copy of any Special Order that was issued in connection with
contaminants in the proposed area and supporting information that the applicant has complied
with the special order.
Required Information for # 8: The rule -is self-explanatory.
7

State Lead Variance — Fayetteville Regional Office 4/29/04
Subparagraph # 9:.A list of the names of p&o er-ty owners "
Required Information for. #'9:
Include the deed number and/or local tax identification number for each property within
the area proposed.for variance, adjacent property and other impacted properties. The names and
mailing addresses of these owners must be included. If the property is a, rental property, please
include the name and address of the current resident; if local,records reveal this. This is to include
all residential, industrial and commercial properties: immediately around the site. The names,
addresses, and deed numbers for well_ owners within %Z mile of the site must also be included. In
addition, contact persons for utilities (i.e. NCDOT, railroads, and other utilities) that traverse the
area of the variance or are downgraidient from the facility must be notified as well. If the facility
or other party has conducted a well survey, this information may be used ' as. well. It is up to the
judgment of the FRO if GWS staff should conduct a survey in order -to meet requirements of the
rule'..
8

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VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( X) Entry Point ( ) Special/Non-compliance
Location Where Collected: �Ft W LL SITE1
Location Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MA7CTON, NC 28364
Collection Date Collection Time
0 2=0-/ J� 12 : 4 5 PM
Phone #: [phone]
Fax#: [phone]
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2030
p-Isopropyltoluene
217
0.0005 mg/l
X
mg/l
N/A
2210
Chloromethane
217
0.0005 mg/1
X
mg/l
N/A
2212
Dichlorodifluoromethane
217
0.0005 mg/l
X
mg/1
N/A
2214
Bromomethane
217
0.0005 mg/l
X
mg/l
N/A
2216
Chloroethane
217
0,0005 mg/1
X
mg/l
N/A
2218
Fluorotrichloromethane
217
0.0005 mg/l
X
mg/1
N/A
2246
Hexachlorobutadiene
217
0.0005 mg/l
X
mg/l
N/A
2248
Naphthalene
217
0.0005 mg/1
X
mg/1
N/A
2378
1,2,4-Trichlorobenzene
217
0.0005 mg/1
X
mg/l
0.07 mg/l
2380
Cis-1,2-Dichloroethylene
217
0.0005 mg/1
X
mg/1
0.07 mg/1
2408
Dibromomethane
217
0.0005 mg/1
X
mg/1
N/A
2410
1, 1 -Dichloropropene
217
0.0005 mg/l
X
mg/1
N/A
2412_
1,3-Dichloropropane
217
0.0005 mg/1
X
mg/l
N/A
2413
1,3-Dichloropropene
217
0.0005 mg/1
X
mg/1
N/A
2414
1,2,3-Trichloropropane
217
0.0005 mg/l
X
mg/1
N/A
2416
2,2-Dichloropropane
2'17
0.0005 mg/1
X
mg/1
N/A
2418
1,2,4-Trimethylbenzene
217
0.0005 mg/1
X
mg/l
N/A
2420
1,2,3-Trichlorobenzene
217
0.0005 mg/l
X
mg/l
N/A
2422
n-Butylbenzene
217
0.0005 mg/1
X
mg/l
N/A
2424
1, ),5-Trimethylbenzene
217
0.0005 mg/1
X
mg/l
N/A
2426
Tert-Butylbenzene
217
0.0005 mg/l
X
mg/l
N/A
2428
Sec-Butylbenzene
217
0.0005 mg/l
X
mg/1
N/A
2430
Bromochloromethane
217
0.0005 mg/1
X
mg/1
N/A
2941
Chloroform
217
0.0005 mg/1
0 .0065 mg/l
N/A
8410
Laboratory Analyses —Environmental Consultants,'.:

owwpo MIA
GREENVILLE, N.C. 27835-
VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
(continued)
_jrvEz <<oc) �Jb-bLUti
FAX [phone]�,..
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5 Collection Date Collection Time
Location Code: 013
04/20/04 12:45 PM
LABORATORY ID#: 3 7 71 5
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
W
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/1
0.0007 mg/1
N/A
2943
Bromodichloromethane
217
0.0005 mg/l
0.0043 mg/1
N/A
2944
Chlorodibromomethane
217
0.0005 mg/1
0.0032 mg/1
N/A
2955
Xylenes (Total)
217
0.0005 mg/1
0.0007 mg/1
10.00 mg/1
2964
Dichloromethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2965
o-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2966
p-Chlorotoluene
217
0.0005 mg/1
X
mg/1
N/A ,
2967
in-Dichlorobenzene
217
0.0005 mg/1
X
mg/1
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.600 mg/1
2969
p-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.075 mg/1
2976
Vinyl Chloride
217
0.0005 mg/1
x
mg/1
0.002 mg/1
2977
1,1-Dichloroethylene
217
0.0005 mg/1
x
mg/l
0.007 mg/1
2978
1,1-Dichloroethane
217
0.0005 mg/1
x
mg/1
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/1
x
mg/l
0.100 mg/1
2980
1,2-Dichloroethane
217
0.0005 mg/1
X
mg/1
0.005 mg/1
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/1
x
mg/1
0.200 mg/1
2982
Carbon Tetrachloride
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2983
1,2-Dichloropropane
217
0.0005 mg/1
X
mg/1
0,005 mg/1
2984
Trichloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2985
2986
1,1,2-Trichloroethane
1, 1, 1,2-Tetrachloroethane
217
217
0.0005 mg/l
0.0005 mg/1
x
x
mg/1
mg/1
0.005 mg/1
N/A
2987
2988
2989
2990
2991
2992
2993
2996ene
2994pns-Propylbenzene
9998
Tetrachloroethylene
1,1,2,2-Tetrachloroethane
Chlorobenzene
enzene
oluene
FEthylbenzene
Bromobenzene
ropylbenzene
217
217
217
217
217
217
217
217
217
217
0..0005 mg/l
0.0005 mg/1
0.0005 mg/1
0.0005 mg/1
0.0005 mg/1
0.0005 mg/1
0.0005 mg/1
0.0005 mg/1
0.0005 mg/l
0.0005 mg/1
x
x
x
x
x
X
x
x
x
x
mg/1
mg/l
mg/1
mg/1
mg/1
mg/1
mg/1
mg/l
mg/1
mg/1
0.005 mg/1
N/A
0.100 mg/1
0.005 mg/1
1.000 mg/1
0.700 mg/1
N/A
N/A
0.100 mg/1
N/A
DATE: TLME:
ANALYSES BEGUN: 1 04/22/04 3:0o PM
ANALYSES COMPLETED: 1 04/27/04 4: 00 PM
Laboratory Log #: 8410-042004-013
COMMENTS:
Certified By: TSM
8410 Laboratory Analyses -Environmental Consultants

`�om �0 0RcnT p oTEIR(O
W &,6r-o/Sv 6P 14
P.O. BOX 7085, 114 OAKNJCNT DRIVE
GREEi\JVILLE, N.C. 27835-7085
INORGANIC CHEMICAL ANALYSIS
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( X) Entry Point ( ) Special/Non-compliance
Location Where Collected;, "R�EXyW_EL. -ST.TE F�2N: `TAP:•
Location Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
;ONE t252j 7-5-62G8
EA,X (252) 7, 56-0633
Collection Date Collection Time
`02703 - 4 yy 09:45 AM
Phone #: [phone]
Fax#: [phone]
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTANI
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
1005
Arsenic
170
0.005 mg/1
X
mg/1
0.010 mg/1
1010
Barium
170
0.400 mg/1
X
mg/1
2.000 mg/1
1015
Cadmium
170
0.001 mg/1
X
mg/1
0.005 mg/1
1020
Chromium
170
0.020 mg/1
X
mg/1
0.100 mg/1
1024
Cyanide
148
0.040 mg/1
X
mg/1
0.200 mg/1
1025
Fluoride
1.0 7
0.100 mg/1
0.76 mg/1
4.000 mg/1
1028
Iron
170
0.060 mg/1
0.169 mg/l
0.300 mg/I
1032
Manganese
170
0.010 mg/1
X
mg/1
0.050 mg/1
1035
Mercury
170
0.0004 mg/l
X
mg/1
6.002 mg/1
1036
Nickel
170
0.100 mg/1
X
mg/1
N/A
1045
Selenium
170
0.010 mg/1
X
mg/l
0.050 mg!1
1052
Sodium
170
1.000 mg/l
30.240 mg/1
N/A
1055
Sulfate
137
5.000 mg/1
7.3 mg/1
250.0 mg/1
1074
Antimony
170
0.003 mg/1
X
mg/1
0.006 ma/1
1075
Bervllium
169
0.002 mg/1
X
nigh
0.004 mgil
1085
Thallium
170
0.001 mg/1
X
mg/l
0.002 mg/1
1925
pH
135
N/A
6.9 units
6.50- 8.50
DATE:
TIME:
ANALYSES BEGUN: 02/04/04
4:30 PM
ANALYSES COMPLETED: 03/23/04
5:00 PM
LaboratoryLog #: 8410-020304-013
COMMENTS:
Certified By: SET
8410 Laboratory Analyses - Environmental Consultants

W 0 obt 50(06
alp 1OWPUMN)d
P.O;'-BOX 7085; 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085 t.,'," .
VOLATILE O
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( X) Entry Point ( ) Special/Non-compliance
Location Where Collected: 14EX-WEali,_:.SLTED
Location Code: 013
Collected By: MYRON NEVILLE
PHONE [phone] ,
y FAX_(252) 756-0633�,;,.
0C's)......
Collection Date Collection Time
L6: /'0.6T /0 09:29 AM
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD Phone#: (9I0) 844-5611
MAXTON,NC 28364 Fax#: [phone]
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2030
p-Isopropyltoluene
217
0.0005 mg/1
X
mg/1
N/A
2210
Chloromethane
217
0.0005 mg/1
X
mg/1
N/A
2212
Dichlorodifluoromethane
217
0.0005 mg/1 -
X
mg/1
N/A
2214
Bromomethane
217
0.0005 mg/1
X
mg/1
N/A
2216
Chloroethane
217
0.0005 mg/1
X
mg/l
N/A
2218
Fluorotrichloromethane
217
0.0005 mg/l
X
mg/l
N/A
2246
Hexachlorobutadiene
217
0.0005 mg/1
X
mg/l
N/A
2248
Naphthalene
217
0.0005 mg/1
X
mg/1
N/A
2378
1,2,4-Trichlorobenzene
217
0.0005 mg/1
X
mg/l
0.07 mg/l
2380
Cis-1,2-Dichloroethylene
217
0.0005 mg/l
X
mg/l
0.07 mg/l
2408
Dibromomethane
217
0.0005 mg/1
X
mg/1
N/A
2410
1,1-Dichloropropene
217
0.0005 mg/l
X
mg/l
N/A
2412
1,3-Dichloropropane
217
0.0005 mg/1
X
mg/1
N/A
2413
1,3-Dichloropropene
217
0.0005 mg/1
X
mg/l
N/A
2414
1,2,3-Trichloropropane
217
0.0005 mg/1
X
mg/l
N/A
2416
2,2-Dichloropropane
217
0.0005 mg/l
X
mg/l
N/A
2418
1,2,4-Trimethylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2420
1,2,3-Trichlorobenzene
217
0.0005 mg/1
X
mg/1
N/A
2422
n-Butylbenzene
217
0.0005 mg/l
X
mg/l
N/A
2424
1,3,5-Trimethylbenzene
217
0.0005 mg/l
X
mg/l
N/A
2426
Tert-Butylbenzene
217
0.0005 mg/l
X
mg/l
N/A
2428
Sec-Butylbenzene
217
0.0005 mg/l
X
mg/1
N/A
2430
Bromochloromethane
217
0.0005 mg/l
X
mg/l
N/A
2941
Chloroform
217
0.0005 mg/1
X
mg/l
N/A
8410 Laboratory Analyses — Environmental Consultants

r'
8410
�[fl QpwdflNd
(continued)
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5 Collection Date Collection Time
O1/06/04 09:29 AM
Location Code: 013
LABORATORY ID#: 3 7 71 5
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/l
x
mg/1
N/A
2943
Bromodichloromethane
217
0.0005 mg/1
x
mg/l
N/A
2944
Chlorodibromomethane
217
0.0005 mg/1
x
mg/l
N/A
2955
Xylenes (Total)
217
0.0005 mg/l
x
mg/1
10.00 mg/l
2964
Dichloromethane
217
0.0005 mg/1
x
mg/1
0.005 mg/l
2965
o-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2966
p-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2967
m-Dichlorobenzene
217
0.0005 mg/l
x
mg/1
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/l
x
mg/l
0.600 mg/1
2969
p-Dichlorobenzene
217
0.0005 mg/l
x
mg/1
0.075 mg/1
2976
Vinyl Chloride
217
0.0005 mg/l
x
mg/1
0.002 mg/l
2977
1,1-Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.007 mg/1
2978
1,1-Dichloroethane
217
0.0005 mg/l
x
mg/l
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/l
x
mg/1
0.100 mg/l
2980
1,2-Dichloroethane
217
0.0005 mg/1
x
mg/1
0.005 mg/l
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/l
x
mg/l
0.200 mg/l
2982
Carbon Tetrachloride
217
0.0005 mg/l
x
mg/l
0.005 mg/1
2983
1,2-Dichloropropane
217
0.0005 mg/l
x
mg/1
0.005 mg/l
2984
Trichloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2985
1,1,2-Trichloroetharie
217
0.0005 mg/l
x
mg/1
0.005 mg/l
2986
1, 1, 1,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/l
N/A
2987
Tetrachloroethylene
217
0.0005 mg/1
x
mg/l
0.005 mg/l
2988
1,1,2,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/1
N/A
2989
Chlorobenzene
217
0.0005 mg/l
x
mg/1
0.100 mg/1
2990
Benzene
217
0.0005 mg/l
X
mg/l
0.005 mg/l
2991
Toluene
217
0.0005 mg/l
x
mg/l
1.000 mg/l
2992
Ethylbenzene
217
0.0005 mg/l.
x
mg/l
0.700 mg/l
2993
Bromobenzene
217
0.0005 mg/l
x
mg/1
N/A
2994
Isopropylbenzene
217
0.0005 mg/l
x
mg/l
N/A
2996
Styrene
217
0.0005 mg/1
x
mg/1
0.100 mg/1
2998
n-Propylbenzene
217
0.0005 mg/l
x
mg/1
N/A
DATE:
TIl41E:
ANALYSES BEGUN:
101 / 0 7/ 0 4
3: 0 0 PM
ANALYSES COMPLETED:
1 01 / 0 8/ 0 4
4: 0 0 PM
Laboratory Log #: 8410 - 010 6 04 - 013 Certified By: SEJ
COMMENTS:
Laboratory Analyses - Environmental Consultants

VJQ &0i5-0,6 6 .
P.O. 10X 7085, 114 OAKMONT DRIVE
GREENVILLE,- N.C. 278 -7085
0
O
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
NITRATEINITRITE ANALYSIS
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: (x) Entry Point ( ) Special/Non-compliance
Location Where Collected: ARE& WELT; $ITE
EntryPoint Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
r"
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT-ROAD
MAXTON,NC 28364
PHONE [phone]
FAX [phone]
Collection Date Collection Time
CO.a /'.0 6`/..OY4 0 9 : 2 4 AM
Phone #: ( 910) 8 4 4 - 5 611
Fax#: [phone]
r
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
REQUIRED
NOT DETECTED
QUANTIFIED
ALLOWABLE
CONTAM
CONTA,'VfINANT
METHOD
REPORTING LIMIT
ABOVE R.R.L.
RESULTS
LIMITS
CODE
CODE
(R.R.L.)
(X)
1040
I Nitrate
163
1.00 m2/1
X
mo,/l
10.00 M&I
1041
Nitrite
163
0.10 mg/1
mQ!1
1.00 mg!1
I
X
DATE: TIME:
ANALYSES BEGUN: 1 01/09/04 I 4:30 PM
ANALYSES COMPLETED: 1 01/12/04 "I 5: 00 PM
Laboratory Log m: 8 410 - 0 l0 6 0 4 - 013 Certified By: SEJ
COYL'vlENTS:
8410 01/2002 Laboratot'y5An�t,9g§A-TLI5,,`birSRP,,-�;n?a7:�onsultants

4L
P.O. BOX 7085, 114 OAKNIONT DRIVE
GREENVILLE, N.C. 27835-7085
NITRATE/NITRITE ANALYSIS
WATER SYSTEM ID#: 0 3 7 8- 0 5 5 COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: (X) Entry Point ( ) Special/Non-compliance
Location Where Collected: REX WELL SITE
EntryPoint Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
(_52) i 56--208
Collection Date Collection Time
01/06/04 0.9:24 AM
Phone #: (910) 8 4 4 - 5 611
Fax#: [phone]
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
REQUIRED
NOT DETECTED
QUANTIFIED
ALLOWABLE
CONTAM
CONTAMINANT
METHOD
REPORTING LIMIT
ABOVE R.R.L.
RESULTS
LIMITS
CODE
CODE
(R.R.L.)
(X)
1040
Nitrate
163
1.00 mg/1
X
mg/l
10.00 mg/l
1041
Nitrite
163
0.10 MCA
mg/1
1.00 mg/1
DATE:
TIME:
ANALYSES BEGUN:
01 / 0 9/ 0 4
4: 3 0 PM
ANALYSES COMPLETED:
01/12/04
5:0.0 PM
Laboratory Log #: 8 410 - 010 6 0 4 - 013
COMMENTS:
Certified By: SEJ
8410 Laboratory Analyses — Environmental Consultants

zummi d Flo onwgoQ (A
P.O. BOX 7085, 114 OAKMONT D
GREENVILLE, N.C. 27835-7085
NITRATE/NITRITE ANALYSIS
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5 COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: (x) Entry Point ( ) Special/Non-compliance
Location Where Collected: REX WELL SITE
EntryPoint Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
DNE [phone]
FAX [phone]
Collection Date Collection Time
01/21/03 10:00 AM
Phone#: [phone]
Fax#: ` [phone]
LABORATORY ID#: 3 7 7 1 5 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
REQUIRED
NOT DETECTED
QUANTIFIED '
ALLOWABLE
CONTAi%,I
CONTAMINANT
METHOD
REPORTING LIMIT
ABOVE R.R.L.
RESULTS
LIMITS
CODE
CODE
(R.R.L.)
(X)
1040
Nitrate
163
1.00 mg/1
x
mg/1
10.00 mg/1
1041
Nitrite
163
0.10 mg/1
mg/1
1.00 mg/l
DATE:
TIME:
ANALYSES BEGUN:
01/24/03
4:30 PM
ANALYSES COMPLETED:
01/27/03
5: 00 PM
Laboratory Log 8410-012103-013
CO!NIMENTS:
Certified By: SEJ
3 410 Laboratory Analyses — Environmental Consultants

C��doQo��c��� Flo D�c�oQpoQa�c�d
GREENVILLE, N.C. 27835-7085 FAX [phone]
NITRATE/NITRITE
8410
LABORATORY ID#: 37715
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: (E) (E=Entry Point; S=Special/Non-compliance)
COLLECTED ON: 01/31/02 (MM/DD/YY) TIME: 02:55 PM (HH:MM AM or PM)
LOCATION WHERE COLLECTED: REX WELL SITE, FIN. TAP
COLLECTED BY: MYRON NEVILLE LOCATION/SOURCE CODE: 013
MAIL RESULTS TO: TYPE OF SYSTEM
( X ) COMMUNITY
ROBESON COUNTY WATER SYSTEM ( ) NTNC
MS. KATIE RADFORD ( ) NON -COMMUNITY
265 MCGIRT ROAD ( ) PRIVATE
MAXTON,NC 18364 r ( ) ADJACENT
( ) CAMPGROUND
TELEPHONE: [phone] WATER SOURCE(S)
( X ) GROUND
( ) SURFACE
( ) PURCHASED
CCNTAM
CODE
NX E
ME=
CCEE
RESULTS
ALUM.
L1NITS
1040
1041
Nitrate, mg/1
Nitrite, mg/1
163
163
< 1.00
10.00
1.00
TYPE TREATMENT:
( )
NONE
( X )
CHLORINATED
( X )
FLUORIDATED
( X )
FILTERED
( )
ALUM
( )
LIME
( )
SODA ASH
( X )
CAUSTIC
( )
WATER SOFTENER
( )
POTASSIUM PERMAN.
( )
PO4 IRON CONTROL
( )
PO4 MANG. CONTROL
( X )
PO4 CORR. CONTROL
( X )
OTHER : POLYMER
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun: 02/01/02 Time Analyses Begun: 4:3.0 PM
Date Analyses Completed: 02/04/02 Time Analyses Completed: 5:00 PM
Laboratory Log # 8410-013102-013 Certified By: SEJ
Comments:
Laboratory Analyses — Environmental Consultants

MIMdoQ0[UH010 % hnTP@T000
P.O. BOX 7085, 114 OAKMONT
GREENVILLE, N.C. 27835-7085
NITRATE/NITRITE
8410
LABORATORY ID#: 37715
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: (E) (E=Entry Point; S=Special/Non-compliance)
COLLECTED ON: 06/26/01 (MM/DD/YY) TIME: 01:23 PM (HH:MM AM or PM)
LOCATION WHERE COLLECTED: REX WELL SITE FINISHED TAP
COLLECTED BY: MYRON NEVILLE LOCATION/SOURCE CODE: 013
MAIL RESULTS TO:
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
TELEPHONE: [phone]
CCNAAM
CODE
NAME
M'=
CODE
RESULTS
ALLCK.
L2NI'IS
1040
1041
Nitrate, mg/1
Nitrite, mg/1
163
163
< 0.02
10.00
1.00
DNE [phone]
FAX [phone]
TYPE OF SYSTEM
( X ) COMMUNITY
( ) NTNC
( ) NON -COMMUNITY
( ) PRIVATE
(r ) ADJACENT
( ) CAMPGROUND
WATER SOURCE(S)
( X ) GROUND
( ) SURFACE
( ) PURCHASED
TYPE TREATMENT:
( ) NONE
( X ) CHLORINATED
( X ) FLUORIDATED
( X ) FILTERED
( ) ALUM
( ) LIME
( ) SODA ASH
( X ) CAUSTIC
( ) WATER SOFTENER
( ) POTASSIUM PERMAN.
( ) PO4 IRON CONTROL
( ) PO4 MANG. CONTROL
( X ) PO4 CORR. CONTROL
( X ) OTHER : FILTER AID
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun: 06/27/01 Time Analyses Begun: 4:30 PM
Date Analyses Completed: 07/02/01 Time Analyses Completed: 5:00 PM
Laboratory Log # 8410-062601-013 Certified By: SEJ
Comments:
Laboratory Analyses — Environmental Consultants

. `= ATEL
Y ,
Aqua Tech Environmental Laboratories, rncfnc.
NITRATE AND NITRITE ANALYSIS
.ABORATORY ID#: 3 0.� r'\
VATER SYSTEM ID#: O �- - d _ COUNTY:
DAME OF SYSTEM: ���
AMPLE TYPE: E (E=Entry Point; S=Special/Non-compliance)
,OLLECTED ON: DATE(' (MM/DD )
OCATION WHERE COLLECTED i 0-\\
.00ATION CODE: \ 3 Collected By:
/1AIL RESULTS TO:
�)P T
�tx
A
F ELEPHONE ( W4 �"�� - Sao \N
CONTAM
CODE NAME
1040 Nitrate, mg/I
1041 Nitrite, mg/1
METHOD ALLOW.
CODE RESULTS LIMITS
�'ewrrft rYY1:1xf+'�r ifY1fYl�tt
\b3 :::fQ.%'O_ 10.00
LABORATORY NOTE:
1.000
A result preceded by the "less than" symbol must be less than or equal
to the detection limit.
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun:0_3 / Z� J/_0 '\.
Date Analyses Completed: Q">
-aboratory Log m: Mnr0\- !�`:��b
:JOMMENTS:
TIME \__-'d- :- 0 M (HH:MM AM or PM)
TYPE OF SYSTEM:
Q() COMMUNITY
( ) NTNC
( ) NON -COMMUNITY
( ) PRIVATE
WATER SOURCE(S):
(fit) GROUND
( ) SURFACE
( ) PURCHASED
ADJACENT
CAMPGROUND
TYPE TREATMENT:
( ) NONE
(kj CHLORINATED
(�(} FLUORIDATED
( FILTERED
( ) ALUM
( ) LIME
( ) SODA ASH
CAUSTIC
( ) WATER SOFTENER
( ) POTASSIUM PERMANGANATE
( ) PHOSPHATE, IRON CONTROL
( ) PHOSPHATE, MANG. CONTROL
(� PHOSPHATE, CORR. CONTROL
( ) OTHER
Time Analyses Begun: M
iiime Analyses Completed: Q1 S V �.
T ,J�
Certified By: _ 4. 4
1776 MARION-WALDO RD. - P.O. BOX 436 - MARION, OH 43301-0436
)1197 PHONE [phone] - FAX [phone]

C��doQo��c��� Flo �r�c�oQpoQa�c�d
0 LQ croi50 ( 9
VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC9S)
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( x) Entry Point ( ) SpeciaVNon-compliance
Location Where Collected: �R X ELL�-S�ITE�F_IN. TAP
Location Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
Collection Date Collection Time
iT0/02/03.'' 01:30 PM
Phone#: [phone]
Fax #: [phone]
LABORATORY ID#: 3 7 71 5 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2030
p-Isopropyltoluene
217
0.0005 mg/1
X
mg/1
N/A
2210
Chloromethane
217
0.0005 mg/1
X
mg/1
N/A
2212
Dichlorodifluoromethane
217
0.0005 mg/1
X
mg/1
N/A
2214
Bromomethane
217
0.0005 mg/1
X
mg/1
N/A
221,6
Chloroethane
217
0.0005 mg/1
X
mg/1
N/A
2218
Fluorotrichloromethane
217
0.0005 mg/1
X
mg/1
N/A
2246
Hexachlorobutadiene
217
0.0005 mg/1
X
-mg/1
N/A
2248
Naphthalene
217
0.0005 mg/1
X
mg/1
N/A
--2378
1,2,4-Trichlorobenzene
217
0.0005 mg/1
X
mg/1
0.07 mg/1
2380
Cis-1,2-Dichloroethylene
217
0.0005 mg/1
X
mg/1
0.07 mg/1
2408
Dibromomethane
217
0.0005 mg/1
X
mg/1
N/A
2410
1, 1 -D ichloropropene
217
0.0005 mg/1
X
mg/1
NiA
2412
1,3-Dichloropropane
217
0.0005 mg/1
X
mg/1
N/A
2413
1,3-Dichloropropene
217
0.0005 mg/1
X
mg/1
N/A
2414
1,2,3-Trichloropropane
217
0.0005 mg/1
X
mg/1
N/A
2416
2.2-Dichloropropane
217
0.0005 mg/1
X
mg/1
N/A
2418
1,2,4-Trimethylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2420
1,2,3-Trichlorobenzene
217
0.0005 mg/1
X
mg/1
N/A
2422
n-Butylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2424
1,3,5-Trimethylberizene
217
0.0005 mg/1
X
mg/1
N/A
2426
Tert-Butylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2428
Sec-Butylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2430
Bromochloromethane
217
1 0.0005 mg/1
X
mg/1
N/A
2941
Chloroform
217
1 0.0005 mg/1
0.0030 mg/1
N/A
8410 -
F La6oratorAnalyses Envrr nmental Consultants
:. _...'L�4.e..�[.. 1r.:. _L- __.:... •5-+r...-4el..v�9.aa.:.Stu....�a.�-...+.....L.4.�e�..".i.��i-J-v.lsL...:..�u-.5.�>:...�.....H�..v'+:v�.,e=..'.'r.::..w. ��C.�+.Li�(f a1�li:."A'.J.�e .-a.�.,.a.-w.x.-a.ia..�... �.� _ ._..-

, BOX 7085, 114 OAKMONT DRIVE t �G� Y i a; A�� -PHONE [phone]
ENVILLE „N.C. 2.7835-7085 ',f� , i �` t r'
_ _.... . .._r 5 s �x .� .;:.. FAX (252) 756:OE
VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
(continued)
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5 Collection Date Collection Time
Location Code: 013 10/02/03 01:30 PM
LABORATORY ID#: 3 7 7 1 5
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/1
0.0006 mg/1
N/A
2943
Bromodichloromethane
217
0.0005 mg/1
0.0023 mg/1
N/A
2944
Chlorodibromomethane
217
0.0005 mg/l
-
0.0018 mg/1
N/A
2955
Xylenes (Total)
217
0.0005 mg/l
0.0023 mg/l
10.00 mg/l
2964
Dichloromethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2965
o-Chlorotoluene
217
0.0005 mg/l
x
mg/l
N/A
2966
p-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2967
m-Dichlorobenzene
217
0.0005 mg/l
x
mg/l
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/l
x
mg/1
0.600 mg/l
2969
p-Dichlorobenzene
217
0.0005 mg/1
x
mg/l
0.075 mg/l
2976
Vinyl Chloride
217
0.0005 mg/1
x
mg/1
0.002 mg/1
2977
1,1-Dichloroethylene
217
0.0005 mg/l
x
mg/l
, 0.007 mg/l
2978
1,1-Dichloroethane
217
0.0005 mg/1
x
mg/1
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/1
x .
mg/1
0.100 mg/1
2980
1,2-Dichloroethane
217
0.0005 mg/l
x
mg/1
0.005 mg/1
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/1
x
mg/l
0.200 mg/l
2982
Carbon Tetrachloride
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2983
1,2-Dichloropropane
217
0.0005 mg/1
x
mg/1
0.005 mg/l
2984
Trichloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2985
1,1,2-Trichloroethane
217
0.0005 mg/l
x
mg/1
0.005 mg/1
2986 '
1, 1, 1,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/l
N/A
2987
Tetrachloro ethylene
217
0.0005 mg/1
x
mg/l
0.005 mg/l
2988
1,1,2,2-Tetrachloroethane
217
0.0005 mg/l
x
mg/1
N/A
2989
Chlorobenzene
217
0.0005 mg/1
x
mg/l
0.100 mg/1
2990
Benzene
217
0.0005 mg/l
x
mg/1
0.005 mg/l
2991
Toluene
217
0.0005 mg/1
x
mg/1
1.000 mg/l
2992
Ethylbenzene
217
0.0005 mg/l
0 . 0005 mg/l
0.700 me/1
2993
Bromobenzene
217
0.0005 mg/1
x
mg/l
N/A
2994
Isopropylbenzene
217
0.0005 mg/1
x
mg/1
N/A
2996
Styrene
217
0.0005 mg/l
x
mg/l
0.100 mg/1
2998
n-Propyibenzene
217
0.0005 mg/1
x
mg/l
N/A
DATE:
TEVIE:
ANALYSES BEGUN:
10 / 0 8/ 0 3
3: 0 0 PM
ANALYSES COMPLETED:
10 / 0 9/ 0 3
4: 0 0 PM
Laboratory Log #: 8 410 -10 0 2 0 3 - 013
COMMENTS:
Certified By: SEJ
8410 _; Laboratory Analyses. Environment, P-06nsultaht ;;

WATER SYSTEM ID#: 0 3- 7 8- 0 5 5
COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( X) Entry Point ( ) Special/Non-compliance
Location Where Collected: j`REX'WELL-`SITE?
Location Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. ICATIE RADFORD
Collection Date Collection Time
07% 7/03? 01:45 PM
265 MCGIRT ROAD Pbone#: [phone]
MAXTON,NC 28364 Fax#: [phone]
LABORATORY .ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2030
p-Isopropyltoluene
217
0.0005 mg/1
x
mg/1
N/A
2210
Chloromethane
217
0.0005 mg/1
X
mg/1
N/A
2212
Dichlorodifluoromethane
217
0.0005 mg/1
X
mg/1
N/A
2214
Bromomethane
217
0.0005 mg/l
x
mg/l
N/A
2216
Chloroethane
217
0.0005 mg/l
X
mg/l
N/A
2218
Fluorotrichloromethane
217
0.0005 mg/1
x
mg/l _
N/A
2246
Hexachlorobutadiene
217
0.0005 mg/1
X
mg/l
N/A
2248
Naphthalene
217
0.0005 mg/1
X
mg/1
N/A
2378
1,2,4-Trichlorobenzene
217
0.0005 mg/1
X
mg/l
0.07 mg/1
2380
Cis-1,2-Dichloroethylene
217
0.0005 mg/1
X
mg/1
0.07 mg/l
2408
Dibromomethane
217
0.0005 mg/1
x
mg/1
N/A
2410
1,1-Dichloropropene
217
0.0005 mg/1
x
mg/l
N/A
2412
1,3-Dichloropropane
217
0.0005 mg/l
X
mg/l
N/A
2413
1,3-Dichloropropene
217
0.0005 mg/l
X
mg/l
N/A
2414
1,2,3-Trichloropropane
217
0.0005 mg/l
x
mg/l
N/A
2416
2,2-Dichloropropane
217
0.0005 mg/1
x
mg/1
N/A
2418
1,2,4-Trimethylbenzene
217
0.0005 mg/l
X
mg/l
NiA
2420
1,2,3-Trichlorobenzene
217
0.0005 mg/l
X
mg/1
N/A
2422
n-Butylbenzene
217
0.0005 mg/1
x
mg/l
N/A
2424
1,3,5-Trimethylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2426
Tert-Butylbenzene
217
0.0005 mg/1
X
mg/l
N/A
2428
Sec-Butylbenzene
217
0.0005 mg/1
X
mg/1
N/A
2430
Bromochloromethane
217
0.0005 mg/l
X
mg/l
N/A
2941
Chloroform
217
0.0005 mg/l
0.0043 mg/l
N/A
8410 Lab E
bratoryRnalyses n
vironmental Consultants t�
_-,...-.�........._...,: -.- .... . .-.. - ..._....... .., ....�.w.-.�.un a...,.,..... u...-....-_.c_�.--..J.�r_.S...s-s..�.—n�.ias...:lY.:.-��"2:Lu'a.a x..-.._...y. Sa #�.... �. ..u......�._a......_.. •-•

s..
'al)[0 Flo olowpmud
Y VLEi11Li, aia
(continued)
WATER SYSTEM ID#: 0 3 - 7 8 - 0 5 5 Collection Date Collection Time
0
Location Code: 013 7/07/03 01:45 PM
LABORATORY ID#: 3 7 71 5
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT.
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/1
x
mg/1
N/A
2943
Bromodichloromethane
217
0.0005 mg/1
0.0030 mg/1
N/A
2944
Chlorodibromomethane
217
0.0005 mg/1
0.0023 mg/1
N/A
2955
Xylenes (Total)
217
0.0005 mg/1
x
mg/1
10.00 mg/1
2964
Dichloromethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2965
o-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2966
p-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2967
m-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.600 mg/1
2969
p-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.075 mg/1
2976
Vinyl Chloride
217
0.0005 mg/1
x
mg/1
0.002 mg/1
2977
1,1-Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.007 mg/1
2978
1,1-Dichloroethane
217
0.0005 mg/1
x
mg/1
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.100 mg/1
2980
1,2-Dichloroethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/1
x
mg/1
0.200 mg/1
2982
Carbon Tetrachloride
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2983
1,2-Dichloropropane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2984
Trichloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2985
1,1,2-Trichloroethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2986
1,1,1,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/1
N/A
2987
Tetrachloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2988
1,1,2,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/1
N/A
2989
Chlorobenzene
217
0.0005 mg/1
x
mg/1
0.100 mg/1
2990
Benzene
217
0.0005 mg/1
x
mg/1
0.005 mg/l
2991
Toluene
217
0.0005 mg/1
x
mg/1
1.000 mg/1
2992
Ethylbenzene
217
0.0005 mg/1
0.0008 mg/1
0.700 mg/1
2993
Bromobenzene
217
0.0005 mg/1
x
mg/1
N/A
2994
Isopropylbenzene
217
0.0005 mg/1
x
mg/1
N/A
2996
Styrene
217
0.0005 mg/1
x
mg/1
0.100 mg/1
2998
n-Propylbenzene
217
0.0005 mg/1
x
mg/1
N/A
DATE:
TaIE:
ANALYSES BEGUN:
0 7/ 13 / 0 3
3: 0 0 PM
ANALYSES COMPLETED:
0 7/ 16 / 0 3
4: 0 0 PM
Laboratory Log #: 8 410 - 0 7 0 7 0 3- 013
COMMENTS:
Certified By: SEJ
8410
Laiioratgry Analyses = Environmenta- Consultants'

P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
WATER SYSTEM[ ID#: 0 3- 7 8- 0 5 5 COUNTY: ROBESON
Name of Water System: ROBESON COUNTY WATER SYSTEM
Sample Type: ( X) Entry Point ( ) Special/Non-compliance
Location Where Collected: ,REX-WELL—SITE�F.INISHEZZ_,'TFP,,
Location Code: 013
Collected By: MYRON NEVILLE
Mail Results to (water system representative):
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
PHONE [phone]
FAX [phone]
Collection Date Collection Time
L04./0_8/63 08:45 AM
Phone#: [phone]
r
Fax#: (910) 844=5380
LABORATORY ID#: 3 7 7 15 ( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2030
p-Isopropyltoluene
217
0.0005 mg/1
X
mg/l
N/A
2210
Chloromethane
217
0.0005 mg/1
X
mg/1
N/A
2212
Dichlorodifluoromethane
217
0.0005 mg/1
X
mg/1
N/A
2214
Bromomethane
217
0.0005 mg/1
X
mg/1
NIA
2216
Chloroethane
217
0.0005 mg/1
X
mg/1
NIA
2218
Fluorotrichloromethane
217
0.0005 mg/l
x
mg/l
N/A
2246
Hexachlorobutadiene
217
0.0005 mg/l
X
mg/1
N/A
2248
Naphthalene -
217
0.0005 mg/1
X
n
N/A
2378
1,2,4-Trichlorobenzene
217
0.0005 mg/l
X
mg/l
0.07 mail
2380
Cis-1,2-Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.07 me/1
V
2408
Dibromomethane
217
0.0005 mg/l
x
mg/l
NiA
2410
1,1-Dichloropropene
217
0.0005 mg/l
x
mg/1
N/A
2412
1,3-Dichloropropane
217
0.0005 mg/1
X
mgll
NiA
2413
1,3-Dichloropropene
217
0.0005 mg/1
X
mg/l
N/A
2414
1,2,3-Trichloropr6pane
217
0.0005 mg/1
X
mg/l
NIA
2416
2.2-Dichloropropane
217
0.0005 mg/l
X
mg/1
N/A
2418
I 1,2,4-Trimethylbenzene
j 217
j 0.0005 mg/l
X
mg/l
I N/A
2420
( 1,2,3-Trichlorobenzene
217
0.0005 mg/1
X
mg/1
N/A
2422
n-Butylbenzene
217
0.0005 mg/1
x
mg/l
NIA
2421
1,3,5-Trimethylbenene
X!
mg/1
; N/A
2426 ! Tert-Butvlbenzene
j 217
j 0.0005 mg/l
X
mgil
1 NiA j
2428 j Sec-Butylbenzene
217
j 0.0005 moil
I X
mg/1
N/A
2430 Bromochloromethane
217
0.0005 mg/1
X
mg/1
j NIA
?941 j Chloroform
I 217
0.0005 mg/l
0.0022 mg/l
j NIA i
0410 Laboratory Analyses — Environmental Consultants

.0. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
(continued)
3410
PHONE [phone]
FAX [phone]
WATER SYSTEM ID 'Ir: 0 3 - 7 8 - 0 5 5 Collection Date Collection Time
04/08/03 08:45 AM
Location Code: 013
T AR(1R aTOPV Tn;U- 1 7 71 4
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/1
x
mall
N/A
2943
Bromodichloromethane
217
0.0005 mg/l
0.0016 mg/l
N/A
2944
Chlorodibromomethane
217
0.0005 mall
0.003-3 mall
N/A
2955
Xylenes (Total)
217
0.0005 mg/1
0.0008 mall
10.00 mg/l
2964
Dichloromethane
217
0.0005 mg/1
x
mg/l
0.005 mg/l
2965
o-Chlorotoluene
217
0.0005 mg/1
x
mg/1
N/A
2966
p-Chlorotoluene
217
0.0005 mg/1
x
mg/l
N/A
2967
m-Dichlorobenzene
217
0.0005 mg/l
x
mg/1
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.600 mg/l
2969
p-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.075 mg/t"
2976
Vinyl Chloride
217
0.0005 mg/1
x
mg/l
0.002 mg/1
2977
I 1, 1 -Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.007 mg/1
2978
1,1-Dichloroethane
217
0.0005 mg/1
x
mg/1
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/l
x
mg/l
0.100 mg/1
2980
1,2-Dichloroethane
217
0.0005 mg/l
x
mg/1
0.005 mg/1
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/l
x
mg/1
0.200 mall
2982
Carbon Tetrachloride
217
0.0005 mg/l
x
mg/1
0.005 mg/1
2983
1,2-Dichloropropane
217
0.0005 mg/1
x
mg/1
0.005 ma/1
2984
Trichlorbethylene
217
0.0005 mg/l
x
mg/l
0.005 ma/I
2985
1,1,2-Trichloroethane
217
0.0005 mg/1
x
mg/l
0.005 mg/l
2986
1, 1, 1,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/l
N/A
2987
Tetrachloroethylene
217
0.0005 mg/1
x
mg/1
0.005 ms/1
v
2988
1,1,2,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/1
N/A
2989
Chlorobenzene
217
0.0005 mall
x
mg/l
0.100 mall
2990
Benzene
217
0.0005 mg/l
x
ma/1
0.005 mg/l
2991
Toluene
217
0.0005 mg/l
X
mg/l
1.000 mall
2992
Ethylbenzene
217
0.0005 ma/1
x
mg/l
0.700 mall
2993
Bromobenzene
217
0.0005 mg/1
x
m2/1
N/A
2994
Isopropylbenzene
217
0.0005 mg/1
x
mg/1
N/A
2996
Styrene
217
1 0.0005 mg/l
x
mg/l
0.100 mg/l
2998
n-Propylbenzene
I 217
1 0.0005 mg/1
x
mg/l
N/A
DATE:
TIIi IE:
AINA, LYSES BEGUN: 04/17/03
3 :00 PM
uNALYSES COMPLETED: 05/01/03
4 : 00 PM
Laboratory Log r: 8410-040803-013 Certified By: SEJ
COlNIMENTS:
Laboratory Analyses - Environmental Consultants

1N A rFq Michael F. Easley, Governor
Q6 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
—1
C3 Alan W. Klimek, P.E., Director
Division of Water Quality
July 25, 2003
MYRON NEVILLE
ROBESON COUNTY
701 NORTH ELM STREET
LUMBERTON, NC 28358
Subject: Permit No. WQ0015068
Robeson County Water System.
NC #20 Site — Backwash Lagoon
Evaporation/Infiltration Lagoon System
Robeson County
Dear Mr. Neville:
In accordance with your permit request for renewal received January 2, 2003, we are forwarding herewith
Permit No. WQ0015068, dated July 25, 2003, to Robeson County for the continued operation of the subject
evaporation/infiltration lagoon system.
This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No.
WQ0015068 issued May 27, 1998, 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.
In addition, a rule conflict was discovered during the review of your permit renewal application.
15A NCAC 2L .0107(d) states, "No water supply wells shall be constructed or operated within the
compliance boundary of the disposal system individually permitted or repermitted after January 1, 1993."
This condition applies to your permitted facility. In order to remedy this rule conflict, the Division of
Water Quality is currently pursuing a variance to allow water supply wells within the compliance
boundary of filter backwash disposal systems. Based on the outcome of the Environmental Management
Commission (EMC) decision, additional actions and/or requirements are placed on hold until a decision
has been reached on the variance. When a decision is reached, you will be given instructions on additional
actions you must take, if any are needled. All other permit requirements shall be met until further
notification.
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.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http://h2o.enr.state.nc.US/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
lam
DENR Customer Service Center

If you need additional information concerning this matter, please contact Toni Wyche at [phone]
extension 546.
cc: Robeson County Health Department
Fayetteville Regional Office, Water Quality Section
Fayetteville Regional Office, Groundwater Section
Technical Assistance and Certification Unit
Water Quality Central Files
NDPU Files)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
EVAPORATIONIINFILTRATION LAGOON 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
Robeson County
Robeson County
FOR THE
continued operation of a 8,200 gallon per day (GPD) evaporation/infiltration lagoon system consisting of a
130,000 gallon infiltration lagoon to serve the Robeson County Water System, Phase IV, NC #20 Site, with no
discharge of wastes to the surface waters, pursuant to the application received January 2, 2003, 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_
This permit shall be effective from the date of issuance until June 30, 2008, shall void Permit No.
WQ0015068 issued May 27, 1998, and shall be subject to the following specified conditions and limitations:
I. PERFORMANCE STANDARDS
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, 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 wastewater treatment or disposal facilities.
2. The residuals generated from these treatment facilities trust be disposed in accordance with General
Statute 143-215.1 and in a manner approved by the Division.
3. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
4. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface
or groundwaters resulting from the operation of this facility.

The following buffers shall be maintained:
a) 100 feet between wetted areas and water supply wells,
b) 100 feet between wetted areas and waters classified as SA,
c) 25 feet between wetted areas and surface waters not classified as SA,
d) 100 feet between wastewater treatment units and wells,
e) 50 feet between reclaimed water storage/irrigation ponds and property lines, and
f) 50 feet between wastewater treatment units and property lines.
Some of the buffers specified above may not have been included in previous permits for this waste
treatment and disposal system. These buffers are not intended to prohibit or prevent modifications,
which are required by the Division, to improve performance of the existing treatment facility. These
buffers do, however, apply to modifications of the treatment and disposal facilities that are for the
purpose of increasing the flow that is tributary to the facility. These buffers do apply to any
expansion or modification of the irrigation areas and apply in instances in which the sale of property
would cause any of the buffers now complied with, for the treatment and disposal facilities, to be
violated. The applicant is advised that any modifications to the existing facilities will require a permit
modification.
11. OPERATION AND MAINTENANCE REQUIREMENTS
The facilities shall be properly maintained and operated at all times.
2. Upon classification of the wastewater treatment and spray 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.
3. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the
discharge of any wastewater outside of the high rate infiltration disposal area, which result from the
operation of this facility.
4. Freeboard in the evaporation/infiltration lagoon shall not be less than two feet at any time.
No type of wastewater other than that from the Robeson County Water System, Phase IV, NC #20
Site shall be disposed in the evaporation/infiltration lagoon.
6. Public access to the evaporation/infiltration lagoon shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted at each site.
7. A waste -level gauge, to monitor waste levels in the evaporation/infiltration lagoon, shall be installed
within 60 days of issuance of this permit. This gauge shall have readily visible permanent markings
indicating the maximum liquid level at the top of the temporary liquid storage volume and top of the
dam elevations.
A protective vegetative cover shall be established and maintained on all earthen basin embankments
(outside toe of embankment to maximum pumping elevation), 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.
The Permittee shall monitor the level of accumulated solids in the evaporation/infiltration lagoon and
retain the records on -site. If it is determined that the solids are sufficiently reducing the active
storage/treatment volume of the lagoon, the Permittee shall properly dispose of all residual solids as
stipulated in Condition 1.3.

III. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring deemed necessary by the Division to insure surface and ground water protection will
be established and an acceptable sampling reporting schedule shall be followed.
2. Noncompliance Notification:
The Pern-duee shall report by telephone to the Fayetteville Regional Office, telephone number (910)
486-1541, 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 basin or tank, 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 renders 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 of all or
any portion of the influent to such station or facility; or
d. Any time that self -monitoring information indicates that the facility is not in compliance with its
permit limitations.
Occurrences outside normal business hours may also be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], 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
The COMPLIANCE BOUNDARY for disposal systems is specified by regulations in 15A NCAC
2L, Groundwater Classifications and ,Standards The Compliance Boundary for disposal systems
individually permitted after December 30, 1983 shall be 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 shall be
subject to immediate remediation action according to 15A NCAC 2L _0106(d)(2).
2. The REVIEW BOUNDARY is established around the disposal system midway between the
Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of standards
shall require action in accordance with 15A NCAC 2L .0106(d)(1).
3. 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 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 three years from the date of the inspection and
shall be made available to the Division or other permitting authority, upon request.
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
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.
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. The subject wastewater treatment and disposal facilities shall be connected to an operational publicly
owned wastewater collection system within 180 days of its availability to the subject facilities, if the
subject wastewater treatment or disposal facilities are in noncompliance with the terms and
conditions of this non -discharge permit or the governing statutes or regulations. Prior to the initiation
of these connection activities, appropriate approval must be received from this Division.
5. 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 15A NCAC 2H .0205 (c)(4).
6. 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.
7. 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 NCG0100O0, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 2H .0500.
A set of approved plans and specifications for the subject project must be retained by the Permittee
for the life of this project.
9. The Perrittee, at least six (6) months prior to the expiration of this permit, shall request its extension.
Upon receipt of the request, the Comnvssion 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.

Permit issued this the 250' day of July, 2003
NO H CAROLINA E 7
VT MANAGEMENT COMMISSION
-ti
L. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015068

Michael F. Easley, Governor
William G. Ross Jr., Secretary
j North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 7, 2003
Willie A Best
Robeson Co
701 N Elm St
Lumberton NC 28358 '
SUBJECT: June 17, 2003 Compliance Evaluation Inspection
Robeson Co -County Wide Wtr System
Permit No: WQ0015068
Robeson County
1
Dear Mr. Best:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the inspection conducted
on June 17, 2003- The Compliance Evaluation Inspection was conducted by Hughie White of the
Fayetteville Regional Office. The facility was found to be in Compliance with permit WQ0015068.
Please refer to the enclosed inspection report for additional observations and comments. If you or your staff
have any questions, please call me at 910-486-1541.
cc: Myron Neville, ORC
Central Files
E Fayetteville Files .
0
Sincerely,
F
v
Hughie White

Compliance Inspection Report
Permit: WQ0015068 Effective: 05/27/98 Expiration: 04/30/03 Owner: Robeson Co
SOC: Effective: Expiration: Facility: Robeson Co -Co Wide Wtr Systmi,
County: Robeson
Region: Fayetteville
Contact Person: Willie A Best
Directions to Facility:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name Myron Neville
On -site representative Myron Neville
Related Permits:
Inspection Date: 0611712003 Entry Time: 10:30 AM
Primary Inspector: Hughie White _
Secondary Inspector(s):
701 N Elm St
Lumberton NC 28358
Phone: [phone] Ext.
Certification:
Exit Time: 03:30 PM
Im
Phone:
Phone: [phone] Ext.
Phone: [phone] Ext.
Phone: [phone] Ext.
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Lagoons, Infiltration/Evaporative
Facility Status: ® Compliant p Not Compliant
Inspection Summary:
The wastewater at this facility is filter backwash water. There is no treatment necessary for this wastewater. The backwash water
from the filter system is pumped into a holding lagoon where the water evaporates into the air or infiltrates back into the ground:
Approximately once every permit cycle, the solids that accumulate in the lagoon are pumped out and transported to the Robeson
County WTP Maxton Site (Permit # NC0048577) for proper dewatering on drying beds. The solids accumulated in the drying beds
are then disposed of at the Robeson County Landfill.
This facility is found to be operating in compliance.
Page: 1

Permit: WQ0015068, Owner -. Facility: Robeson Co - Robeson Co -Co Wide Wtr Systmi
Inspection Date: 06/17/03 Inspection Type: Compliance Evaluation
Type
Land Application
Treatment
Yes
No
NA
NE
Check all that apply
Aerobic Digestion
❑
Anaerobic Digestion
❑
Alkaline Pasteurization (Class A)
❑
Alkaline Stabilization (Class B)
❑
Compost j
❑.
Drying Beds
OtherEl
Comment:The drying beds used by this facility are located at the Robeson County WTP (Maxton site).
Storage
Yes
No
NA
NE
Storage Type?
Storage amount?
Storage amount (before BIMS)?
Is storage aerated or mixed?.
If aeration is present, is it adequate?
❑
❑
❑
❑
If present, are diffusers cleaned regularly?
❑
❑
❑
❑
Is influent structure acceptable?
'❑
❑
❑
❑
Are banks/berms free of seepage and erosion?
❑
❑
❑
❑
w
Are banks/berms free of excessive vegetation?
❑
❑
❑
❑
Is lagoon lined?
❑
❑
❑
❑
Liner Type
Is liner acceptable?
❑
❑
Cl
❑
Are baffles/curtains acceptable?
❑
❑
❑
❑
Does the lagoon have a freeboard marker?
❑
❑
❑
❑
Required freeboard?
Actual freeboard? 1
Is there suitable grassed vegetation?
❑
❑
❑
❑
Is the vegetation maintained?
❑
❑
❑
❑
Woody species or excessive weeds are not a problem?,
❑
❑
❑
❑
No evidence of overflow?
❑
❑
❑
❑
No excessive buildup of solids? ,
❑
❑
❑
❑
Are aerators/mixers acceptable?
❑
❑
❑
❑
Is residuals loading area maintained?
❑
❑
❑
❑
Is there a Spill Control Plan?
❑
❑
❑
❑
Comment:
Storage Type?
Lagoon
Storage amount?
130000
Gallons
.
Page: 2

Permit: WO0015068 Owner - Facility: Robeson_ Cc - Robeson Co -Co Wide Wtr Systmi
Inspection Date: 06/17/03 Inspection Type: Compliance Evaluation
Storage
Is storage aerated or mixed?
If aeration is present, is it adequate?
If present, are diffusers cleaned regularly?
Is influent structure acceptable?
Are banks/berms free of seepage and erosion?
Are banks/berms free of excessive vegetation?
Is lagoon lined?
Is liner acceptable?
Are baffles/curtains acceptable?
Does the lagoon have a freeboard marker?
Is there suitable grassed vegetation?
Is the vegetation maintained?
Woody species or excessive weeds are not a problem?
No evidence of overflow?
No excessive buildup of solids?
Are aerators/mixers acceptable?
Is residuals loading area maintained?
Is there a Spill Control Plan?
Yes No NA NE
❑ ❑ ■ O
❑ ❑ ■ ❑
❑ ❑ ❑
❑ ❑ ❑
■ ❑ ❑ ❑
❑ ❑ ■ ❑
■ ❑ ❑ ❑
❑ ❑ M ❑
❑ ❑ ■ ❑
■ ❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑
❑ ❑ ❑
MOOD
❑ ❑ ■ ❑
❑ ❑ ❑
❑ ❑ ❑ ■
Page: 3

�Z
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
June 25, 2003
MEMORANDUM
To: (Kim Colson
cc: ; Art Baiiihardt
Through: ; Debra Watts
From: Thomas E. Cadwallader, P.E.��
S
Subject: Robeson Co Water Department-/ NC2.0'W It ar tion---E,-agoon )
Robeson County
�' WQ60�1.5_0 8IGW03013
,.
This application is for the renewal of a non -discharge permit covering the backwash infiltration
lagoon at the County's NC 20 well and elevated storage tank site as shown on the attached layout.
The infiltration system -is rated at 8,200 gallons per day and the infiltration basin has a capacity of
130,000 gallons.
During the course of this review, it became apparent that a conflict exists between what has been
permitted in the past and what may be permitted at this time. Specifically, the main supply well at
this site is located within the Compliance Boundary of the infiltration lagoon, thereby creating a
violation of current siting regulations. Rather than abandon this'well or the infiltration lagoon, it is
deemed appropriate to appeal to the EMC for a variance to this specific- situation. Accordingly, it is
requested that the following paragraph be included in.the cover letter to the new permit and the
conditions that follow be embedded are they normally are.
"A rule conflict was discovered during review of your permit renewal application. NCAC 15A.2L
.0107-(d) states..."no water supply wells shall be constructed or 'operated within the compliance
boundary of a disposal- system individually permitted or repermitted after January 1, 1993." This
condition applies to your permitted facility. In order• to remedy this rule conflict, the Division of
Water Quality is currently pursuing a variance to allow water supply wells within the compliance
boundary of filter back wash disposal systems: Based on the outcome of the Environment
Management Commission-(EMC) decision, additional actions and/or requirements are placed on
hold until a decision has been reached on the variance. When a decision -is reached, you will be
given instructions on additional actions you must take, if any are needed. All other permit
requirements should be met until further notification. "
The Groundwater Section has reviewed the subject renewal permit application and recommends re-
GW03013.doe Page 1 of GW03013.doc

issuance of the permit with the following conditions:
Applicable Boundaries:
a. 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 on or after December 30,1983 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 remediation action according to 15A NCAC 2L .0106(d)(2).
b. 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).
.a
Additional Requirements:
'.Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
If there are any questions please call Tom Cadwallader at [phone].
Attachment: Site Layout
GW03013.doc Page 2 of 2 GW03013.doc

y. �t�.'tt� � {t.`� �+"n.t �v�Kt r� .�1+',�••r.,>•1,�,�� � i2•' • !'��' yp r i �I - x
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§' F' r�51r'6 . � ! ,� �t •'.ta r a ''!. L i�k��=y`t ; 'a ♦'""r�X '�•�Lrjt� � 1

DIVISION OI" NVATER QUALITY
GROUN NN 'IERSECTION
S
1\1EM0RAirD111T
u 'Ci etlt Regional Office
FROi11: CGc(ty C.- /j�� u
SUBJECT: Application for —4, PermitRenewal,
AYew Pewwlit
COMMENTS:
ECEIVED
JAN, 21 2003
DENR—FAYErULLE REGIONALORRCE
Pend it Ain elf chn en I
ReImb-1,Alieration ofE-xist. Disf)osal System (DEHJ
FacilityName: ���f�C'SQNI �c^ — �t%G�— /✓e<c ,r, _
County: elO)l
Type of Project: / A( F ( t_ � (rjV • L1; <<%(xj,& S
APPLICABLE PEP%1•IIT NO.s: WQ l56 % cC 6
DEH
EPA (CONST. GRANTS)
ANIMAL WASTE (DW
A to C
The Groundwater Section has received ONT.Y \ copy of the references permit application. A cope of the
application should have been sent to )-our 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 ME4,r.^
The Groundwater Section has received 0\'1`Y n'iSF. Q1 copy of the referenced permit application. A copy of the
application sliould have been sent to , DEI-I's Regional Soil Specialist, 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 matey als for completeness. If you feel additional information is necessary, please
let me know no Inter than _ Z / 0 3 A copy of any formal request for additional inforniation
w,•ill be forwarded to you.
If.'ou do not lie d any additional information to complete your review, please'pro�•ide.'Our final comments
bN. �� S �?. 3 If �•ou request and/or receive additional information, stir fin11 comments
\9-98TI;LAN.SHL (rev:9/29198)

NON -DISCHARGE APPLICATION REVIEW REQUEST FORM
Date: January 13, 2003
To: ❑
Forrest Westall, ARO-WQS
❑
Paul Rawls, FRO-WQS
®
Rex Gleason, MRO-WQS
❑
Ken Schuster, RRO-WQS
❑
Jim Mulligan, WaRO-WQS
❑
Rick Shiver, WiRO-WQS
❑
Steve Mauney, WSRO-WQS
From: Michelle Barnett, Non -Discharge Permitting Unit
Telephone: [phone] ext. 544
E-Mail: [e-mail]
A. Permit Number: W00015068
B. Owner: Willie Best
C. Facility/Operation: Robeson Co -Co Wide Wtr Systmi
❑ Proposed ® Existing
D. Application:
'® Debra Watts, CO-GWS
Copies Sent to CO-GWS: 2
Copies Sent to RO-WQS: 1
❑ Distribute 0 Copies to RO-GWS
Fax: [phone]
❑ Facility ❑ Operation
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 DisBsaln
❑ -r
503 ❑ 503 Exempt ❑ Animal C--
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. ® Renewal ❑ Renewal
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
�. M
- C_')
Attached, you will find all information submitted in support of the above -referenced application r yppr
review, comment, and/or action. Within 30 calendar days, please take the following actions: z
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: 7lz�-" C0�'. G-'Q_0/
Date:
Date: I5 D 3
FORM: NDARR 09/02
Page 1 of 1

i
�obezon Countp aster dip.5tem
Myron E. Neville, Superintendent
265 McGirt Road December 30, 2002
Maxton, North Carolina 28364-
Kim H. Colson, P.E., Supervisor
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, N. C. 27699-1617
Subject: Permit WQ0015068
Renewal for Robeson County
NC.20 Site - Backwash Lagoon
Dear:: Sir:
This is a request to renew permit WQ0015068 for Robeson County Water Dept.
Included are one(1) original and four (4) copies of the completed applica-
tion. According to the NDPU web site, there is no permit renewal fee.
If you have any questions, please contact me at 910-844-5611.
MEN/pg
enclosure
Sincerely,
Myron Neville
Water Treatment Supt.
Robeson County Water Dept.
RECRIF.
JAN Z; 2003
DENR-FAYETTE UERMGMLOFACE

6.1
S
R
State of North Carolina
Z
Department of Environment and Natural Resources
Division of Water Quality
SURFACE IRRIGATION SYSTEMS
y �CS
(THIS FORA! M4 Y BE PHOTOCOPIED FOR USE AS kV ORIGIX 4L)
� p
<THIS ONLINE APPLICATION CAIN BE FILLED OUT USING
Z
THE T.aB KEY TO MOVE THROUGH THE FIELDS>
Application Number: (to be completed b, Dui
I. GENERAL.INFORN1ATION:
1. Applicant's name (Owner of the facility, See Instruction A.): County of Robeson
RECEDE®
?. Complete mailing address oFapplicant: 701 North Elm Stree
.
JAN 2.`1'
Lumberton, N. C. 2
358 1003
City: State: Zip:
5 1
Telephone number: (910 844— Facsimile number: ( 9107 44-5380
DERR—FAYt17s:yI REGIONALOFRCE
Email Address: N/A
3. Facility name (name of the subdivision, shopping center, etc.): NC. #20 Site — backwash Lagoon
r 4. Complete address of the physical lotion of the facility if different from mailing address of applicant:
2342 N. 20 East
City: State: Zip: St. Pauls, N. C.-. 28384
5. County where project is located: Robeson _
6. Name. and complete address of engineering or consulting firm (if applicable): Knnnce, Noble
& Assoc.
City: State: Zip: -208 E. 5th
St.
p (910-38-937p Lumberton,-N.
Telephone number: csimile number: ( )
C. 28358
Email Address:
7. Name and affiliation of contact person who can answer questions about project: Myron Neville
Email Address: N/A Water Treatment Supt.
910-844-5611
II. PE -NlfIT LNFOR-MATION: '
L Project is: ❑ New: ❑ -.14odiiication; ❑x Renewal without modification
Note: Renewals without modifications should till out sections I & II only. and sip the applicant's siggmatum on Page 10.
Fee submitted: S 0 (See Instruction C.)
_. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A and the issuance date N/A
4. Financial resources for this project include: ❑ public funds, ❑ private funds
5. Project disturbs more than one acre?: ❑ Yes; ❑ No.
If Yes, provide date when an erosion and sedimentation control plan was submitted to the Division of L and
Resources or local delegated proram for approval: N/A
6. Project includes any stream or wetland impacts:': ❑ Yes; ❑ No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved
or submitted for approval: Submitted: Approved:

7. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules, etc.): N/A
8. If project is in a Coastal Area as defined per 15A NCAC 2H .0400, list the measures that are being taken to
ensure compliance with this rule: N A
III. INFORMATION ON WASTEWATER:
1. Please provide a brief description specifying the origin of the wastewater (school; subdivisi ospital,
municipality, shopping center, industry, apartments, condominiums, etc.): O ��
a
2. Volume of wastewater flow for this project: gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC "2H .0219(1)): p P
4. Nature of wastewater: ° ' C � ❑ 100 /o Domestic Waste (residential, commercial, etc) 2L rs
❑ 100% Industrial; ❑ 100% Animal Waste20
❑ Municipal waste (town, city, etc)
If municipal, is there a Pretreatment Program in effect? ❑ Yes; ❑ No.
IV. GENERAL PROJECT INFORMATION:
1. Brief project description:
2. System is: ❑ spray irrigation; ❑ drip irrigation*.
3. Does the project conform to all buffefs as required in 15A NCAC 2H .02I90)(5)? ❑ Yes; ❑ No.
*Please note that buffers for drip irrigation are those identified as "other surface disposal systems".
If No, please explain how the proposed buffers will provide equal or better protection of the Waters of the
State with no increased potential for health concerns or nuisance conditions, or provide a buffer waiver in
accordance with current Division policy, available on the NDPU web site:
4. The treatment facilities and wetted areas must be secured to prevent unauthorized entry. Details or
notations of restricted access measures should be shown on submitted plans. Briefly describe .the measures
being taken (15A NCAC 2H .02190)(7)):
5. a. 100-year flood elevation: feet mean sea level. Source:
(Complete even if project is not within the 100 year flood area)
b. Are any treatment units or wetted areas located within the 100-year flood plain?: ❑ Yes; ❑ No.
c. If Yes, briefly describe which units/areas and the measures being taken to protect against flooding.
6. Method to provide system reliability (see instruction P):
7. a. Type of disinfection:
b. If chlorine, specify detention time provided: minutes. Please indicate in what part of the
wastewater system chlorine contact time occurs (i.e. chlorine contact chamber):
c. If UV, provide. manufacturer's details within application package and specify the number of
lamps -
S. Measures taken to provide thirty (30) days of residuals holding (15A NCAC 2H .02190)(9)): _
F -'-R -EC
JAN 2 �,. 2003
DENR - FAMTEWLLE REGIONAL OFACE

Professional Engineer's Certification:
I, , attest that this application for has been reviewed by me and is accurate, complete and consistent
with the information supplied in the engineering plans, calculations; and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with this application package and its instructions as well as all applicable regulations and statutes.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application package
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 S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b), see Instruction A):
Myron Neville, Water Treatment Supt. NC 20 Site — Backwash Lagoon
I, (signing authority name and title) attest that this application for (facility name) has been reviewed by
me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that 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 package 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 NC General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application package 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: n;, . Date.

4'
�rf
Environmental Health Laboratories
The Nation's Drinking Water Laboratory
LABORATORY REPORT
Client: Robeson County Water System
Attn: Myron Neville
265 McGirt Road
Maxton, NC 28364.
Sampling Point: 1 ex;/ 01
Sample Point ID#: t
Samples Submitted: Four drinking water samples and
one laboratory trip blank
Copies to: None
r
Collected Date:',-1` 2/.02/02
110 S. Hill Street
South Bend IN 46617
574.233.4777
800.332.4345
Fax:[phone]
%vww.ehl.cc
Ak- 2 o S I. �' -
Report: 822893-922 (903-907)
Priority: Standard Written
Status: Final
PWS ID#: NC0378055
Facility ID#: t
Sample Type: Treated Field Sample (tfs)
Received Date: 12/04/02
PARAMETER
SDWA
Method
MRL'
(ug/L)
Results
(ug/L)
Analysis
Date
Lab
Number
Acetochlor
525.2
2.0
< 2.0
12/15/02
822904
2,4-Dinitrotoluene
525.2
2.0
.< 2.0
12/15/02
822904
2,6-Dinitrotoluene
525.2
2.0
< 2.0
12/15/02
822904
4-4'-DDE
525.2
0.8
< 0.8
12/15/02
1 822904
DCPA acid metabolites
515.4
1.0
< 1.0
12/12/02
822905
EPTC
525.2
1.0
<,1.0
12/15/02
822904
Molinate
525.2
0.9
< 0.9
12/15/02
822904
MTBE
524.2
5.0
< 5.0
12/06/02
822903
Nitrobenzene
524.2
10
< 10
12/06/02
822903
Terbacil
525.2
2.0
< 2.0
12/15/02
822904
Perchlorate
314.0
4.0
< 4.0
1 12/12/02
1 822906
EHL has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices.
Any PWS information not provided is marked with a t symbol. Compliance data cannot be generated without this information.
Note: Once all PWS information is provided, these results will be uploaded into the EPA SDWARS database
within thirty days of report finalization. You must then approve the data to meet the requirements of the UCMR.
We appreciate the opportunity to provide you with this analysis. If you have any questions concerning this
report, please do not hesitate to call us at [phone].
Note: This report may not be reproduced, except in full, without written approval from Environmental Health
Laboratories (EHL). EHL is accredited by the National Environmental Laboratory Accreditation Program
(NELAP). This report satisfies the requirements of your project but has not been prepared to comply with
NELAP reporting requirements.
Reviewed By:
Date:
Finalized By: I7 Date:
Page 1 of 1
A OW90a at
Underwriters
Laboratories Inc.,

Environmental Health Laboratories
The Nation's Drinking Water Laboratory
LABORATORY REPORT
Client: Robeson County Water System
Attn: Myron Neville
265 McGirt Road
Maxton; NC 28364
Sampling Point: Rex 013
Sample Point ID#: 013
Samples Submitted: Four drinking water samples and
one laboratory trip blank
Copies to: None
Collected Date: 05/19/03
110 S. Hill Strcct
South Beal. IN 46617
574.2= 3.4-7-
Fax: i-4.
wa
Report: 889020-49(35-39)
Priority: Standard Written
Status: Final
PWS 1D#: NC0378055
Facility ID#: 00072
Sample Type: tfs
Received Date: 05/21/03
PARAMETER
SDWA
Method
MRL `
(ug/L)
Results
(ug/L)
Analysis
Date
Lab
Number
Acetochlor
525.2'
2.0
< 2.0
06/02/03
889035
2,4-Dinitrotoluene
525.2
2.0
< 2.0
06/02/03
889035
2,6-Dinitrotoluene
525.2
2.0
< 2.0
06/02/03
889035
4-4'-DDE
525.2
0..8
< 0.8
06/02/03
889035
DCPA acid metabolites
515.4
1.0
< 1.0
05/23/03
885037
EPTC
525.2'
1.0
< 1.0
06/02/03
889035
Molinate
525.2
0.9
< 0.9
06/02/03
889035
MTBE
524.2
5.0
< 5.0
05/24/03
889038
Nitrobenzene
524.2
10
< 10
05/24/03
889038
Terbacil
525.2
2.0
< 2.0
06/02/03
889035
Perchlorate
314.0
4.0
< 4.0
05/22/03
889036
EHL has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices.
Any PWS information not provided is marked with a t symbol. Compliance data cannot be generated without this information.
Note: Once all PWS information is provided, these results will be uploaded into the EPA SDWARS database
within thirty days of report finalization. You must then approve the data to meet the requirements of the UCMR.
We appreciate the opportunity to provide you with this analysis. If you have any questions concerning this
report, please do not hesitate to call us at [phone].
Note: This report may not be reproduced, except in full, without written approval from Environmental Health
Laboratories (EHL). EHL is accredited by the National Environmental Laboratory Accreditation Program
(NELAP). This report satisfies the requirements of your project but has not been prepared to comply with
NELAP reporting requirements.
Reviewed By: -i i��<=a,.� Date: :5lj�.,�;
Finalized By: ��.� h,y,,,, Date: L, /
A ohrtston of
Underwriters
Page 1 of 1 Laboratories Inc..

t..'! `91^K. S„, 'tzd.."-,..�"b'°'..:-....:.a_..u"
).0. BOX 7085, 11O� 35-70850R1VE GAMIC C
HEMICALS AI�ALYSxS (�'OC's)
3REENVILLE, N.C.'VOLATILE OR
COUNTY: ROBESON
WATER SYSTEM ID#: 0 3- 7 8 -'0 5 5
Name of Water System: ROBESON COUNT
y WATER SYSTEM
Entry Point ( ) Special/Non-comp
liance
Sample Type: (x)
llected: siREX wEL-L`SITE.,�'NC�F�NI�SIi 'TAPS
Location Where Co
Location Code: o 13
Collected By: MYRoll NEV-ILLS
water system representative):
Mail Results to ( Y WATER SYSTEM
ROBESON COR�FORD
MS. KATIE
265 MCGIRT ROAD
MAXTON,NC 28364
LABORATORY ID#: 317 15
CONTAMIIJANT
CONTANI
CODE ro ltoluene
2030 p-Isop PY
2210
Chloromethane
2212
2214
Dichlorodifluoromethane
Bromomethane
2216
Chloroethane
Fluorotrichloromethane
2218
Hexachlorobutadiene
-246
2-48 48
Naphthalene
1 2 4_Trichlorobemene
Cis-1,- -Dichloroethyene
2390
2408
1)ibromomethane
l
2410
,1-DichloroproPene
ro ane
1,3-Diclllorop P
2412
1 3-Dichloropropene
2413
1,2,3-Trichloropro P ane
2414
2.2-Dichloropropane
2416
4-Trimethy lbenzene
I �418
1,2,3-Trichlorobenzene
24
�,'22
n-Buty►oenzene
1,3,5-Trimethylbenzen"
2424
2426
' lbenzeRe
Ten -Bury
2428
Sec-Butylbenzene
Bromochloromethane
2430
Chloroform
2941
PHONE [phone]
FAX [phone]
T
n Date Collection Time `02- 09:30 AM
Phone #. [phone]
Fax#: [phone]
( ) SAMPLE UNSATISFACTORY
METHOD I REPORTING LIMIT
t
217
217
217
217
217
217
21/
217
217
217
217
0 0OU:) I116, i
0.000
0.00
0.00
0.00e
0.0005 m 1
0.00
0.00 m0
0.000 Qm5
0.0 0
0.o005 fmfm
OA005
0�.0005
0.00 IrO
0. 00 n5
O0 r5 r5
0
Op 0 »0»0
I
0.0005
0.0005
0.0005
0.0005
6.0005
0.0005
( ) RESAMPLE REQUESTED
ABOVE R.R.L•
X
RESULTS
Laboratory Analyses — Environmental Consultants
0.0025
LIMITS
N!A
N!A
NIA
NIA
NIA
N/A
N/A
NIA
0.0
0.0 m-
N/A
N�
�NIA
NI A
NIA
NIA
N/A
8410

VOLATILE ORGANIC CHEMICALS ANALYSIS (VOC's)
(continued)
WATER SYSTEM ID#: 0 3- 7 8- 0 5 5 Collection Date Collection Time
Location Code: 013 04/30/02 09:30 AM
LABORATORY ID#: 3 7 71 5
CONTAM
CODE
CONTAMINANT
METHOD
CODE
REQUIRED
REPORTING LIMIT
(R.R.L.)
NOT DETECTED
ABOVE R.R.L.
(X)
QUANTIFIED
RESULTS
ALLOWABLE
LIMITS
2942
Bromoform
217
0.0005 mg/l
x
mg/l
N/A
2943
Bromodichloromethane
217
0.0005 mg/l
0.0007 mg/1
N/A
2944
Chlorodibromomethane
217
0.0005 mg/1
x
mg/1
N/A
2955
Xylenes (Total)
217
0.0005 mg/1
x
mg/1
10.00 mg/l
2964
Dichloromethane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2965
o-Chlorotoluene
217
0.0005 mg/l
x
mg/1
N/A
2966
p-Chlorotoluene
217
0.0005 mg/l
x
mg/1
N/A
2967
m-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
N/A
2968
o-Dichlorobenzene
217
0.0005 mg/l
x
mg/1
0.600 mg/l
2969
p-Dichlorobenzene
217
0.0005 mg/1
x
mg/1
0.075 mg/1
2976
Vinyl Chloride
217
0.0005 mg/1
x
mg/1
0.002 mg/l
2977
1,1-Dichloroethylene
217
0.0005 mg/l
x
mg/1
0.007 mg/1
2978
1,1-Dichloroethane
217
0.0005 mg/1
x
mg/l
N/A
2979
Trans-1,2-Dichloroethylene
217
0.0005 mg/1
x
mg/1
0.100 mg/l
2980
1,2-Dichloroethane
217
0.0005 mg/1
x
mg/l
0.005 mg/1
2981
1, 1, 1 -Trichloroethane
217
0.0005 mg/1
x
mg/1
0.200 mg/l
2982
Carbon Tetrachloride
217
0.0005 mg/1
x
mg/1
0.005 mg/l
2983
1,2-Dichloropropane
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2984
Trichloroethylene
217
0.0005 mg/1
x
mg/l
0.005 mg/1
2985
1,1,2-Trichloroethane
217
0.0005 mg/l
x
mg/1
0.005 mg/1
2986
1, 1, 1,2-Tetrachloroethane
217
0.0005 mg/l
x
mg/l
N/A
2987
Tetrachloroethylene
217
0.0005 mg/1
x
mg/1
0.005 mg/1
2988
1,1,2,2-Tetrachloroethane
217
0.0005 mg/1
x
mg/l
N/A
2989
Chlorobenzene
217
0.0005 mg/l
x
mg/1
0.100 mg/l
2990
Benzene
217
0.0005 mg/1
x
mg/l
0.005 mg/1
2991
Toluene
217
0.0005 mg/l
x
mg/l
1.000 mg/1
2992
Ethylbenzene
217
0.0005 mg/l
x
mg/1
0.700 mg/1
2993
Bromobenzene
217
0.0005 mg/1
x
mg/1
N/A
2994
Isopropylbenzene
217
0.0005 mg/l
x
mg/l
N/A
2996
Styrene
217
0.0005 mg/1
x
mg/1
0.100 mg/l
2998
n-Propylbenzene
217
0.0005 mg/l
x
mg/1
N/A
DATE:
TIlVME:
ANALYSES BEGUN:
05/03/02
3 : 00 PM
ANALYSES CON1 2LETED:
0 5/ 0 9/ 0 2
4: 0 0 PM
LaboratoryLog #: 8 410 - 0 4 3 0 0 2- 013
COMMENTS:
Certified By: SEJ
8410 L`atioratory Analyses,- EnvironmentaI Consultants.. :

IrJ Q Up�S��O �
P.O. BOX 7085, 114 OAKMONT D
GREENVILLE, N.C. 27835-7085
8410
PESTICIDES & SYNTHETIC ORGANICS
(SOU S)
PHONE [phone]
FAX [phone]
i
I
I
LABORATORY ID#: 37715
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: (E) (E=Entry Point; S=Special; W=Source; D=Distribution)
COLLECTED ON: 40 0'9� /_0 (MM/DD/YY) -TIME: 02:25. PM (HH:MM AM or PM)
LOCATION WHERE COLLECTED: iE'X_SITE_.F NISHEDtTkR'
LOCATION/SOURCE CODE: 013 COLLECTED BY: MYRON G. NEVILLE
MAIL RESULTS TO:
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
r ,
265 MCGIRT ROAD
MAXTON,NC 28364
TELEPHONE: [phone]
TYPE OF SYSTEM
( X ) COMMUNITY
( ) NON -COMMUNITY
( ) ADJACENT
WATER SOURCE(S)
( X ) GROUND
( ) SURFACE
( ) PURCHASED
NTNC
PRIVATE
CAMPGROUND
CCNIAM
CCIDE
CMTM*M,TRM, mg/1
Mgnip
IIEM=CN
LURTS
NOT
DETECTED
(X)
VIED
RFSMTS
ALU*.
1,IM1 S
RMOTLATED
(R,U)
2005
Endrin
204
0.00001
X
0.0021
R
2010
Lindane
204L
0.00002
X
0.0002
R
2015
Methoxychlor
204
0.0001
X
0.04 f
R
2020
Toxaphene
204
0.001
X
0.003'
R
2021
Carbaryl
235
0.00073
X
N/A
U
2022
Methomyl
235
0.00016
X
N/A
U
2031
Dalapon
203
0.001
X
0.2
R
2035
Di-2(ethy1hexyl)adipate
206
0.0006
X
0.4
R
2036
Oxamyl (Vydate)
235
0.002
X
0.2 ,
R
2037
Simazine
207
0.00007
X
0.004'
R
2040
Picloram
203
0.0001
X
0.5 i
R
2041
Dinoseb
203
0.0002
X
0.007
R
2042
Hexachlorocyclopentadiene
204
0.0001
X
0.05 i
R
2043
AldicarbL Sulfoxide
235
0.0005
X
N/A
U
2044
Aldicarb Sulfone
235
0.0008
X
N/A
U
2045
Metolachlor
207
0.00036
X
N/A
U
2046
Carbofuran
235
0.0009
X
0.04 '
R
2047
Aldicarb
235
0.0005
X
N/A
U
2050
Atrazine
207
0.0001
X
0.003'
R
2051
Alachlor
204
0.0002
X
0.0021
R
2065
Heptachlor
204
0.00004
X
0.0004
R
2066
3-Hydroxycarbofuran
235
0.00063
X
N/A
U
2067
Heptachlor Epoxide
204
0.00002
X
0.0002
R
2070
Dieldrin
204
0.000008
X
NIA
U
2076
Butachlor
207
0.0037
X
N/A
U
2077
Propachlor
207
0.0027
X
N/A
U
2105
2,4-D
203
0.0001
X
0.07
R
2110
2,4,5-TP (Silver)
203
0.0002
X
0.05
R
2274
Hexachloro benzene
204
0.0001
X
0.001
R
2298
Di-2(ethylhexrygphthalate
206
0.00132
X
0.006
R
2306.
Benzo(a)pyrene
251
0.00002
X
0.0002
i
R
Laboratory Analyses - Environmental Consultants Continued on Page 2 ....

I
1
AH&W Flo ��c�oQpoQa�c�d
1-3
...ri�S.,� •:x:» r, . x - s .J3f3 — «SiYh:ZuYvctw_tM �?' _..L.c :..i.::.c..c.�. ...K:..
P.O. BOX 7085, 114 OAKMONT DRIVE
GREENVILLE, N.C. 27835-7085
PESTICIDES & SYNTHETIC ORGANICS
8410 (SOC's)
LABORATORY ID#: 37715
COLLECTION DATE: 10/09/01
PHONE [phone]
FAX [phone]
(continued)
i
WATER SYSTEM ID#: 03-78-055
LOCATION/SOURCE CODE: 013
CX3` =
CCffJE
CXkfTI>rIII=, mg/1
ME=
C
rETECTICN
LIMITS
NOT
DETECTED
W
QM*UIF=
RFb'MTS
ALLOW.
LIKdS
R1X1,A=
(R,U)
2326
Pentachlorophenol
203
0.00004
X
0.001:
R
2356
Aldrin
204
0.00002
X
N/A
U
2383
PCB's
204`
0.0001
X
0.0005
R
2440
Dicamba
203
0.0003'
X
N/A
U
2595
Metrabuzin
207
0.00039
X
N/A
U
2931
DBCP
219
0.00002
X
0.0002
R
2946
Ethylene Dibromide(EDB)
219
0.00001
X
0.00065
R
2959
Chlordane
204
0.0002
X
0.002,
R
( ) SAMPLE UNSATISFACTORY
( ) RESAMPLE REQUESTED
Date Analyses Begun: 10/10/01 Time Analyses Begun:
Date Analyses Completed: 11/21/01 Time Analyses Completed:
i
Laboratory Log # 8410-100901-013 Certified By: SEJ
Comments:
Laboratory Analyses — Environmental Consultants
3:00 PM
4:00 PM

0-6'(5-069
8410
LABORATORY ID#: 37715
Volatile Organic Chemicals
(VOC's)
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: (E) (E=Entry Point; S=Special; W=Source; D=Distribution)
COLLECTED ON:�-10 Q,-9% 1 (Iy4S/DD/YY) TIME: 02 :40 PM (HIi:MM AM or PM)
-�
LOCATION WHERE COLLECTED:r REX7SITE«FINISHED- _fjT3 �
LOCATION/SOURCE CODE: 013 COLLECTED BY: MYRON E. NEVILLE
MAIL RESULTS TO:
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD ,-
MAXTON,NC 28364
TELEPHONE: [phone]
TYPE OF SYSTEM
( X ) COMMUNITY ( ) NTNC
( ) NON -COMMUNITY ( ) PRIVATE
( ) ADJACENT ( ) CAMPGROUND
TYPE TREATMENT
( ) NON -CHLORINATED
( X ) CHLORINATED
CLN=
CX
ATE, mg/1
DS-MM
C1
DEM=CN
LIMM
NOT
rEIW=
(X)
QMWr1FIED
RE'SCII,TS
ALUX.
LIlKTS
FMMUTED
(R,U)
2030
p-Isopropyltoluene, mg/1
217
0.0005
X
N/A
U
2210
Chloromethane, mg/1
217
0.0005
0.0006
N/A
U
2212
DCDfluormethane, mg/l
217
0.0005
X
N/A
U
2214
Bromomethane, mg/1
217
0.0005
X
N/A
U
2216
Chloroethane, mg/1
217
0.0005
X
N/A
U
2218
Fluorotrichloromethane,mg/1
217
0.0005
X
N/A
U
2246
Hexachlorobutadiene, mg/1
217
0.0005
X
N/A
U
2248
Naphthalene, mg/l •
217
0.0005
X
N/A
U
2378
1,2,4-TChlorobenzene, mg/1
217
0.0005
X
0.07
R
2380
c-1,2-DChloroethylene, mg/l
217
0.0005
X
0.07
R
2408
Dibromomethane, mg/1
217
0.0005
X
N/A
U
2410
1,1-Dichloropropene, mg/1
217
0.0005
X
N/A
U
2412
1,3-Dichloropropane, mg/l
217
0.0005
X
N/A
U
2413
1,3-Dichloropropene, mg/1
217
0.0005
X
N/A
U
2414
1,2,3-TChloropropane, mg/l
217
0.0005
X
N/A
U
2416
2,2-Dichloropropane, mg/l
217
0.0005
X
N/A
U
2418
1,2,4-TMethylbenzene, mg/1
217
0.0005
X
N/A
U
2420
1,2,3-TChlorobenzene, mg/l
217
0.0005
X
N/A
U
2422
n-Butylbenzene, mg/l
217
0.0005
X
N/A
U
2424
1,3,54MBenzene, mg/1
217
0.0005
X
N/A
U
2426
tert-Butylbenzene, mg/l
217
0.0005
X
N/A
U
2428
sec-Butylbenzene, mg/1
217
0.0005
X
N/A
U
2430
Bromochloromethane, mg/1
217
0.0005
X
N/A
U
2941
Chloroform, mg/l
217
0.0005
0.0026
N/A
U
2942
Bromoform, mg/l
217
0.0005
X
N/A
U
2943
BDChloromethane, mg/1
217
0.0005
0.0005
N/A
U
2944
CDBromomethane, mg/1
217
0.0005
X
N/A
U
2955
Xylenes (Total), mg/1
217
0.0005
X
10
R
2964
Dichloromethane, mg/1
217
0.0005
X
0.005
R
2965
o-Chlorotoluene, mg/l
217
0.0005
X
N/A
U
2966
p-Chlorotoluene, mg/l
217
0.0005
X
N/A
U
2967
m-Dichlorobenzene, mg/l
217
0.0005
X
N/A
U
2968
o-Dichlorobenzene, mg/1
217
0.0005
X
0.6
R
$ Continued oa Page 2. ..
La6oraforyArrafyses Environmental Consulfants E T ,

8410
LABORATORY ID#: 37715'
COLLECTION DATE: 10/09/01
Volatile Organic Chemicals (continued)
(VOC's)
WATER SYSTEM ID#: 03-78-055
LOCATION/SOURCE CODE: 013
COr7TAM
CLt13E
C Nn*ma E, mJ/1
MK=
C17LE
rEI=Cff
LIM=
NOT
DEM=
(X)
QMUU`IF=
uFS=S
ALLOW.
LIMITS
RATED
(RIU)
2969
p-Dichlorobenzene, mg/l
217
0.0005
X
0.075
R
2976
Vinyl Chloride, mg/1
217
0.0005
X
0.002
R
2977
1,1-DCEthylene, mg/1
217
0.0005
X
0.007
R
2978
1,1-DCEthane, mg/1 -'
217
0.0005
X
N/A
U
2979
t-1,2-DCEthylene, mg/1
217
0.0005
X
0.1
R
2980
1,2-Dichloroethane, mg/l
217
0.0005
X
0.005
R
2981
1,1,1-TCEthane, mg/1
217
0.0005
X
0.2
R
2982
Carbon Tetrachloride, mg/I
217
0.0005
X
0.005
R
2983
1,2-Dichloropropane, mg/l
217
0.0005
X
0.005
R
2984
Trichloroethylene, mg/1
217
0.0005
X
0.005
R
2985
1,1,2-TCEthane, mg/1
217
0.0005 .
X
0.005
R
2986
1,1,1,2-TCEthane, mg/1
217
0.0005
X
N/A
U
2987
TChloroethylene, mg/l
217
0.0005
X
0.005
R
2988
1,1,2,2-TCEthane, mg/1
217
0.0005
X
N/A
U
2989
Chlorobenzene,mg/l
217
0.0005
X
0.1
R
2990
Benzene, mg/l
217
0.0005
X
0.005
R
2991
Toluene, mg/1
217
0.0005
X
1
R
2992
Ethylbenzene, mg/1
217
0.0005
X
0.7
R
2993
Bromobenzene, mg/1
217
0.0005
X
N/A
U
2994
Isopropylbenzene, mg/1
217
0.0005.
X
N/A
U
2996
Styrene, mg/l
217
0.0005
X
0.1
R
2998
n-Propylbenzene, mg/1
217
0.0005
X
N/A
U
( ) SAMPLE UNSATISFACTORY
Date Analyses Begun: 10/12/01
Date Analyses Completed: 10/22/01
Laboratory Log # 8410-100901-013
Comments:
( ) RESAMPLE REQUESTED
Time Analyses Begun: 3:00 PM
Time Analyses Completed: 4:00 PM
Certified4By: SEJ
=_ Laboraforlr,4natyse� r 4 Environmentaf'Consultant�
..�,<_.�.wv.i,..v..�G.;3,_

wa O-DIso(r,, 0
��doQo����� Flo ��c�oQpoQa�c�d
P.O. BOX 7085, 114 OAKMONT
GREENVILLE, N.C. 27835-7085
8410
PESTICIDES & SYNTHETIC ORGANICS
(SOU S)
LABORATORY ID#: 37715
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: E) (E=Entry Point; S=Special; W=Source; D=Distribution)
COLLECTED ON:5Q /�10 (MM/DD/YY) _ TIME: Q2:10 PM (HH:MM AM or PM)
LOCATION WHERE COLLECTED: LREXr•WELL SITE:, -FINISHED -TAP
LOCATION/SOURCE CODE: 013 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO:
ROBESON COUNTY WATER SYSTEM,
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
TELEPHONE: [phone]
TYPE OF SYSTEM
( X ) COMMUNITY
( ) NON -COMMUNITY
( ) ADJACENT
r
WATER SOURCES)
( X ) GROUND
( ) SURFACE
( ) PURCHASED
DNE [phone]
FAX [phone]
NTNC
PRIVATE
CAMPGROUND
CM71M
Ct7DE
Q�7».TE, mg/1
ME=
C
DEIECTICN
Ln=
NOT
rErB ED
(X)
VIED
RESMTS
ALT1W.
LI[=
REGOLATM
(R,U)
2005
Endrin
204
0.00001
X
0.002
R
2010
Lindane
204
0.00002
Y
0.0002
R
2015
Methoxychlor
204
0.0001
Y
0.04
R
2020
Toxaphene
204
0.001
X
0.003
R
2021
Carbaryl
235
0.00073
X
N/A
U
2022
Methomyl
235
0.00016
X
N/A
U
2031
Dalapon
203
0.001
Y
0.2
R
2035
Di-2(ethylhexyl)adipate
206
0.0006
X
0.4
R
2036
Oxamyl (Vydate)
235
0.002
X
0.2
R
2037
Simazine
207
0.00007
X
0.004
R
2040
Picloram
203
0.0001
X
0.5
R
2041
Dinoseb
203
0.0002
X
0.007
R
2042
Hexachlorocyclopentadiene
204
0.0001
X
0.05
R
2043
Aldicarb Sulfoxide
235
0.0005
X
N/A
U
2044
Aldicarb Sulfone
235
0.0008
Y
N/A
U
2045
Metolachlor
207
0.00036
X
N/A
U
2046
Carbofuran
235
0.0009
X
0.04
R
2047
Aldicarb
235
0.0005
Y
N/A
U
2050
Atrazine
207
0.0001
X
0.003
R
2051
Alachlor
204
0.0002
Y
0.002
R
2065
Heptachlor
204
0.00004
X
0.0004
R
2066
3-Hydroxycarbofuran
235
0.00063
X
N/A
U
2061
Heptachlor Epoxide
204
0.00002
Y
0.0002
R
2070
Dieldrin
204
0.000008
Y
N/A
U
2076
Butachlor
207
0.0037
X
N/A
U
2077
Propachlor
207
0.0027
x
N/A
U
2105
2,4-D
203
0.0001
x
0.07
R
2110
2,4,5-TP (Silvex)
203
0.0002
X
0.05
R
2274
Hexachlorobenzene
204
0.0001
Y
0.001
R
2298
Di-2(ethylhexyl)phthalate
206
0.00132
%
0.006
R
2306
Benzo(a)pyrene
251
0.00002
X
0.0002
R
Laboratory Analyses - Environmental Consultants Continued on Page 2 ....

,dffm( d Flo 0[flC@TP@Qaftd
J
GREENVILLE, N.C. 27835-7085
PESTICIDES & SYNTHETIC ORGANICS
8410 (SOCIS)
LABORATORY ID#: 37715
COLLECTION DATE: 07/10/01
FAX [phone]
(continued)
WATER SYSTEM ID#: 03-78-055
LOCATION/SOURCE CODE: 013
CCE=
CODE
CaTnzMwE, ngli
NEMM
Cl7DE
DEIECIICK
LIMMIS
NOT
rEIE=
W
RESULTS
ALUM.
LI=
R97MATEn
(R,U)
2326
Pentachlorophenol
203
0.00004
%
0.001
R
2356
Aldrin
204
0.00002
X
N/A
U
2383
PCB's
204
0.0001
X
0.0005
R
2440
Dicamba
203
0.0003
X
N/A
U
2595
Metrabuzin
207
0.00039
X
N/A
U
2931
DBCP
219
0.00002
X
0.0002
R
2946
Ethylene Dibromide(EDB)
219
0.00001
X
0.00005
R
2959
Chlordane
204
0.0002
X
0.002
R
r
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED.
Date Analyses Begun: 07/14/01 Time Analyses Begun: 3:00 PM
Date Analyses Completed: 07/30/01 Time Analyses Completed: 4:00 PM
Laboratory Log # 8410-071001-013 Certified By: SEJ
Comments: 515 SURROGATE RECOVERY WAS NOT WITHIN SET CONTROL LIMITS.
Laboratory Analyses — Environmental Consultants

r
U-0ir7-069
8410
Volatile Organic Chemicals
(VOC's)
LABORATORY ID#: 37715
WATER SYSTEM ID#: 03-78-055 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER SYSTEM
SAMPLE TYPE: (E) (E=Entry Point; S=Special; W=Source; D=Distribution)
COLLECTED ON: .0:7ZXV (MM/DD/YY) TIME: 02:30 PM (HIi:MM AM or PM)
�_�
LOCATION WHERE COLLECTED:REX__WELL;rSITE.,FINISHED,;TAP�
LOCATION/SOURCE CODE: 013 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO:
ROBESON COUNTY WATER SYSTEM
MS. KATIE RADFORD
265 MCGIRT ROAD
MAXTON,NC 28364
TELEPHONE: [phone]
- TYPE OF SYSTEM
( X ) COMMUNITY ( ) NTNC
( ) NON -COMMUNITY ( ) PRIVATE
{ ) ADJACENT ( ) CAMPGROUND
r
TYPE TREATMENT
( ) NON -CHLORINATED
( X ) CHLORINATED
Comm
CCECtE
c3mmnuz, mg/1
Mf;I'FB3p
CL
DE'n=CN
1L1MITS
NOT
DEIEMM.
(X)
QMUU`I=
RESMM
ALLOW.
LIMITS
Rmoa =
(R, tt)
2030
p-Isopropyltoluene, mg/l
217
0.0005
X
N/A
U
2210
Chloromethane, mg/1
217
0.0005
X
N/A
U
2212
DCDfluormethane, mg/l
217
0.0005
X
N/A
U
2214
Bromomethane, mg/l
217
0.0005
X
N/A
U
2216
Chloroethane, mg/l
217
0.0005
X
N/A
U
2218
Fluorotrichloromethane,mg/1
217
0.0005
X
N/A
U
2246
Hexachlorobutadiene, mg/1
217
0.0005
X
N/A
U
2248
Naphthalene, mg/l
217
0.0005
X
N/A
U
2378
1,2,4-TChlorobenzene, mg/1
217
0.0005
X
0.07
R
2380
c-1,2-DChloroethylene, mg/l
217
0.0005
X
0.07
R
2408
Dibromomethane, mg/l
217
0.0005
X
N/A
U
2410
1,1-Dichloropropene, mg/l
217
0.0005
X
N/A
U
2412
1,3-Dichloropropane, mg/l
217
0.0005
X
N/A
U
2413
1,3-Dichloropropene, mg/l '
217
0.0005
X
N/A
U
2414
1,2,3-TChloropropane, mg/l
217
0.0005
X
N/A
U
2416
2,2-Dichloropropane, mg/1
217
0.0005
X
N/A
U
2418
1,2,4-TMethylbenzene, mg/1
217
0.0005
X
N/A
U
2420
1,2,3-TChlorobenzene, mg/l
217
0.0005
X
N/A
U
2422
n-Butylbenzene, mg/l
217
0.0005
X
N/A
U
2424
1,3,5-TMBenzene, mg/l
217
0.0005
X
N/A
U
2426
tert-Butylbenzene, mg/1
217
0.0005
X
N/A
U
2428
sec-Butylbenzene, mg/l
217
0.0005
X
N/A
U
2430
Bromochloromethane, mg/1
217
0.0005
X
N/A
U
2941
Chloroform, mg/1
217
0.0005
0.0022
N/A
U
2942
Bromoform, mg/l
217
0.0005
X
N/A
U
2943
BDChloromethane, mg/1
217
0.0005
X
N/A
U
2944
CDBromomethane, mg/l
217
0.0005
X
N/A
U
2955
Xyienes (Total), mg/1
217
0.0005
X
10
R
2964.
Dichloromethane, mg/1
217
0.0005
X
0.005.
R
2965
o-Chlorotoluene, mg/l
217
0.0005
X
N/A
U
2966
p-Chlorotoluene, mg/l
217
0.0005
X
N/A
U
2967
m-Dichlorobenzene, mg/l
217
0.0005
X
N/A
U
2968
o-Dichlorobenzene, mg/l
217
0.0005
X
0.6
R
i
i
EnvtronmenfalConsulfanfs Continued oa Fage 2.
�7 .soh:......
nAEahorafory°,nalysesf
„�.x �.....cW...-rv�t..._.,4��..�:<..s•:L... �-L :.;.uwrsn<� ,, .,•.41C...,,t�d��:.w=2; Lrot,,:-., ,�.+ �:::
..�. T�1; �:-��-

J
8410
LABORATORY ID#: 37715
COLLECTION DATE: 07/10/01
r
Volatile Organic Chemicals (continued)
(VOC's)
WATER SYSTEM ID#: 03-78-055
LOCATION/SOURCE CODE: 013
cct=
C�
C� Mmmm, mg/1
ME=
rEIECIICK
IM=
NOT
DETE =
W
QUADTTIFIED
R=TS
ALUM.
LII=
R1MA=
(R,U)
2969
p-Dichlorobenzene, mg/l
217
0.0005
X
0.075
R
2976
Vinyl Chloride, mg/l
217
0.0005
X
0.002
R
2977
1,1-DCEthylene, mg/1
217
0.0005
X
0.007
R
2978
1,1-DCEthane, mg/l
217
0.0005
X
N/A
U
2979
t-1,2-DCEthylene, mg/l
217
0.0005
X
0.1
R
2980
1,2-Dichloroethane, mg/l
217
0.0005
X
0.005
R
2981
1,1,1-TCEthane, mg/l
217
0.0005
X
0.2
R
2982
Carbon Tetrachloride, mg/l
217
0.0005
X
0.005
R
2983
1,2-Dichloropropane, mg/l
217
0.0005
X
0.065
R
2984
Trichloroethylene, mg/l
217
0.0005
Y
0.005
R
2985
1,1,2-TCEthane, mg/1
217
0.0005
X
0.005
R
2986
1,1,1,2-TCEthane, mg/l
217
0.0005
X
N/A
U
2987
TChloroethylene, mg/l
217
0.0005
X
0.005
R
2988
1,1,2,2-TCEthane, mg/1
217
0.0005
X
N/A
U
2989
Chlorobenzene,mg/1
217
0.0005
X
0.1
R
2990
Benzene, mg/l
217
0.0005
X
0.005
R
2991
Toluene, mg/l
217
0.0005
X
1
R
2992
Ethylbenzene, mg/1
217
0.0005
X
0.7
R
2993
Bromobenzene, mg/I
217
0.0005
X
N/A
U
2994
Isopropylbenzene, mg/l
217
0.0005
X
N/A
U
2996
Styrene, mg/1
217
0.0005
X
0.1
R
2998
n-Propylbenzene, mg/l
217
0.0005
X
N/A
U
( ) SAMPLE UNSATISFACTORY
Date Analyses Begun: 07/13/01
Date Analyses Completed: 07/23/01
Laboratory Log # 8410-071001-013
Comments:
( ) RESAMPLE REQUESTED
Time Analyses Begun: 3:00 PM
Time Analyses Completed: 4:00 PM
Certified By: SEJ
LaboratoryAna(yses. Environmental Consultants.
...�...::.� ...u. a...i.J+_.. _-.._. ... .... ..�v_...i L...e ..w.. e, .. .�...-- ...rr_.e�.u'`..Z.�. - -. ._..i...} a...1a.......a..-fxdd'mzriv�>-.,i.. ... ,..... �...�....-.v.�..._u........d ..._...�....

EL
J. �� ran.
ko"�-50&5
W
T�.X'
Zri^•4..1,-� �Y3T�
Aqua Tech Environmental Laboratories, Inc.
PESTICIDES AND SYNTHETIC ORGANIC CHEMICALS ANALYSIS
LABORATORY ID#: 3 9 7 0 1
WATER SYSTEM ID#: 0 3 7 8 0 5 5 COUNTY: ROBESON
NAMEOF SYSTEM: ROBESON COUNTY WATER DEPT.
SAMPLE TYPE: E (E=Entry Point; S=SpeciaUNon-compliance) TIME: 0 7 1 0 A M (HH:MM AM or PM)
COLLECTED ON: DATE(MNI/DD/YY)
LOCATION WHERE COLLECTED ' REXWELL SI'TE:F!N TAP. HWY.�20?
LOCATION CODE: 0 1 3 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO: TYPE OF SUPPLY:
ROBESON COUNTY WATER DEPT.
265 MCGIRT ROAD
MAXTON, NC 28364
TELEPHONE # [phone]
r
(X) COMMUNITY
( ) NTNC
( ) NON -COMMUNITY
( ) PRIVATE
WATER SOURCE(S)
(X) GROUND
( ) SURFACE
( )PURCHASED
( ) ADJACENT
( ) CAMPGROUND
REGULATORY
NOT
CONTAM
METHOD DECTECTION DETECTED QUANTIFIED
ALLOW
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X) RESULTS
LIMITS
UNREG (U)
********
*******************
********* *********** ********** **********
********
*********
2005
Endrin
201
0.00001
X
0.002
R
2010
Lindane
201
0.00002
X
0.0002
R
2015
Methoxychlor
201
0.0001
X
0.04
R
2020
Toxaphene
201
0.001
X
0.003
R
2021
Carbaryl
235
0.0005
X
N/A
U
2022
Methomyl
235
0.0005
X
N/A
U
2031
Dalapon
203
0.001
X
0.2
R
2035
Di(2-ethylhexyl)adipate
225
0.0006
X
0.4
R
2036
Oxamyl (vydate)
235
0.002
X
0.2
R
2037
Simazine
207
0.00007
X
0.004
R
2040
Picloram
203
0.0001
X
0.5
R
2041
Dinoseb
203
0.0002
X
0.007
R
2042
Hexachlorocyclopentadiene
225'
0.0001
X
0.05
R
2043
Aldicarb Sulfoxide
235
0.0005
X
N/A
U
2044
Aldicarb Sulfone
235
0.0008
X
N/A
U
2045
Metolachlor
207
0.0002
X
N/A
U
2046
Carbofuran
235
0.0009
X
0.04
R
2047
Aldicarb
235
0.0005
X
N/A
U
2050
Atrazine
207
0.0001
X
0.003
R
2051
Alachlor
207
0.0002
X
0.002
R
2065
Heptachlor
201
0.00004
X
0.0004
R
2066
3-Hydroxycarbofuran
235
0.0005
X
N/A
U
2067
Heptachlor Epoxide
201
0.00002
X
0.0002
R
01/97
6878 S. STATE ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone]-858-MiA • FAX [phone]

TEL
Aqua Tech Environmental Laboratories, Inc.
PESTICIDES AND SYNTHETIC ORGANIC CHEMICALS ANALYSIS (continued)
LABORATORY lD#: 3 9 7 0 1 WATER SYSTEM lD#: 0 3- 7 8 0 5 5
COLLECTION DATE: 0 4/ 2 4/ 0 1 (MivMD/YY) LOCATION CODE: 0 1 3
REGULATORY
NOT
CONTAM
METH
DECTECTION
DETECTED QUANTIFIED
ALLOW.
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X) RESULTS
LIMITS
UNREG (U
2070
Dieldrin
201
0.00002
_X
N/A
U'
2076
Butachlor
207
0.0001
X
N/A
U
2077
Propachlor
201
0.00005
X
N/A
U
2105
2,4-D
203
0.0001
X
0.07
R
2110
2,4,5-TP (Silvex)
203
0.000f
X
0.05
R
2274
Hexachlorobenzene
225
0.0001
X
.0.001
R
2298
Di(2-ethylhexyi)phthalate
225
0.00132
X
0.006
R
2306
Benzo(a)pyrene
225
0.00002
X
0.0002
R
2326
Pentachlorophenol
203
0.00004
0.001
R
2356
Aldrin
201
0.00002
_X
X
N/A
U
2383
PCB's
201
0.0001
X
0.0005
R
2440
Dicamba
203
0.0005
X
N/A
U
2595
Metnbuzm
207
0.0002
X
N/A
U
2931
DBCP
219
0.00002
X
0.0002
R
2946
Ethylene Dibromide (EDB)
219
0.00001
X
0.00005
R
2959
Chlordane
201
0.0002
X
0.002
R
( ) SAMPLE UNSATISFACTORY
Date Analyses Begun: 0 4/ 2 6/ 0 1
Date Analyses Completed: 0 5/ 3 0/ 0 1
Laboratory Log #: MEL01-04991
COMMENTS
( ) RESAMPLE REQUESTED
Time Analyses Begun: 0 8: 0 0 AM
Time Analyses Completed: 0 5: 0 0 P M
Certified By: /
01/97
6878 S. STATE ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone] • FAX [phone]

waov/sob?
'i? AIT a
Aqua Tech Environmental Laboratories, Inc.
VOLATILE ORGANIC CHEMICALS ANALYSIS
(VOCS)
LABORATORY ID#: 3 9 7 0 1
WATER SYSTEM ID#: 0 3 7 8- 0 5 5 COUNTY: ROBESON
NAMEOF SYSTEM: ROBESON COUNTY WATER DEPT.
SAMPLE TYPE: E (E=Entry Point; S=SpeciaUNon-compliance)
COLLECTED ON: DATE ,(MM/DD/YY) TIME: 0 7 2 0 A M (IIIrMM AM or PM) ...0_.
0 1
LOCATION WHERE COLLECTED: ?RE3yVFIL:STTE:FIN.APskHW_Y20
LOCATION CODE: 0 1 3 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO: TYPE OF SUPPLY: ( )ADJACENT
(X) COMMUNITY ( )CAMPGROUND
ROBESON COUNTY WATER DEPT. ( ) NTNC
265 MCGIRT ROAD ( ) NON -COMMUNITY
MAXTON, NC 28364 ( ) PRIVATE
TYPE TREATMENT:
( ) NON CHLORINATED
TELEPHONE # [phone]
( X) CHLORINATED
REGULATORY
NOT r
CONTAM
METHOD
DETECTION
DETECTED
QUANTIFIED
ALLOW.
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X)
RESULTS
LIMITS
UNREG (U)
2030
p-Isopropyltoluene
221
0.0005
X
N/A
U
2210
Chloromethane
221
0.0005
X
N/A
U
2212
Dichlorodifluoromethane
221
0.0005
X
N/A
U
2214
Bromomethane
221
0.0005
X
N/A
U
2216
Chloroethane
221
0.0005
X
N/A
U
2218
Fluorotrichloromethane
221
0.0005
X
N/A
U
2246
Hexachlorobutadiene
221
0.0005
X
N/A
U
2248
Naphthalene
221
0.0005
X
N/A
U
2378
1,2,4-Trichlorobenzene
221
0.0005
X
0.07
R
2380
Cis-1,2-Dichloroethylene
221
0.0005
X
0.07
R
2408•
Dibromomethane
221
0.0005
X
N/A
U
2410
1,1-Dichloropropene
221
0.0005
X
N/A
U
2412
1,3-Dichloropropane
221
0.0005
X
N/A
U
2413
1,3-Dichloropropene
221
0.0005
X
N/A
U
2414
1,2,3-Trichloropropane
221.
0.0005
X
N/A
U
2416
2,2-Dichloropropane
221
0.0005
X
N/A
U
2418
1,2,4-Trimethylbenzene
221
0.0005
X
N/A
U
2420
1,2,3-Trichlorobenzene
221
0.0005
X
N/A
U
2422
n-Butylbenzene
221
0.0005
X
N/A
U
2424
1,3,5-Trimethylbenzene
221
0.0005
X
N/A
U
2426
TertButylbenzene
221
0.0005
X
N/A
U
2428
Sec-Butylbenzene
221
0.0005
X
N/A
U
2430
Bromochloromethane
221
0.0005
X
N/A
U
2941
Chloroform
221
0.0005
_
0.0033
N/A
U
2942
Bromoform
221
0.0005
X
N/A
U
O1/97
6878 S. STATE ROUTE 100
,•........- ..,. -__ ----
P.O. BOX 76 MELMORE, OH 44845-9999
_ . nnn non nnnn - rnv ein nn-7 nnnn

,
{ L a
Aqua Tech Environmental Laboratories, Inc.
VOLATILE ORGANIC CHEMICALS ANALYSIS (continued)
JBORATORY ID#: 3 9 7 0 1 WATER SYSTEM ID#: 0 3 7 8 0 5 5
COLLECTION DATE: 0 4 2 4 0 1 (NMDD/YY) LOCATION CODE: 0 1 3
REGULATORY
NOT
CONTAM
METHO
DECTECTION
DETECTED
QUANTIFIED ALLOW.
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X)
RESULTS L=S
UNREG (U)
2943
Bromodichloromethane
221
0.0005
_
0.0012 N/A
U
2944
Chlorodibromomethane
221
0.0005
N/A
U
2955
Xylenes (Total)
221
0.0005
_X
X
10
R
2964
Dichloromethane
221
0.0005
0.005
R
2965
o-Chlorotoluene
221
0.0005
_X
N/A
U
2966
p-Chlorotoluene
221
0.0005
_X
N/A
U
2967.
m-Dichlorobenzene
221
0.0005
_X
N/A
U
2968
o-Dichlorobenzene
221
0.0005
_x
X
0.6
R
2969
p-Dichlorobenzene
221
0.0005
X
0.075
R
2976
Vinyl Chloride
221
0.0005
0.002
R
2977
1,1-Dichloroethylene
221
0.0005
_X
0.007
R
2978
1,1-Dichloroethane
221
0.0005
_X
X
N/A
U
2979
Trans-1,2-Dichloroethylene
221
0.0005
X
0.1
R
2980
1,2-Dichloroethane
221
0.0005
X
0.005
R
2981
1,1,1-Trichloroethane
221
0.0005
0.2
R
2982
Carbon Tetrachloride - .
221
0.0005
_X
0.005
R
2983
1,2-Dichloropropane
221
0.0005
_X
X
0.005
R
2984
Trichloroethylene
221
0.0005
0.005
R
2985
1,1,2-Trichloroethane
221
0.0005
_X
X
0.005
R
2986
1,1,1,2-Tetrachloroethane
221
0.0005
N/A
U
2987
Tetrachloroethylene
221
0.0005
_X
X
0.005
R
2988
1,1,2,2-Tetrachloroethane
221
0.0005
N/A
U
2989
Chlorobenzene
221
0.0005
_X
X
0.1
R
2990
Benzene
221
0.0005
0.005
R
2991
Toluene
221
0.0005
_X
X
1
R
2992
Ethylbenzene
221
0.0005
X
0.7
R
2993
Bromobenzene
221
0.0005
N/A
U
2994
Isopropylbenzene
221
0.0005
_X
N/A
U
2996
Styrene
221
0.0005
_X
X
0.1
R
2998
n Propylbenzene
221
0.0005
X
N/A
U
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun: 0 5 0 7 0 1 Time Analyses Begun: 0 8 0 0 A M
Date Analyses Completed: 0 5 0 7 0 1 Time Analyses Completed: 0 5 0 0 P M
Laboratory Log #: MEL01-04991
Certified By:
COMMENTS:
01/97
6878 S. STATE ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone] • FAX [phone]

LABORATORY ID#:
WATER SYSTEM ID#:
NAME OF SYSTEM:
ATELii
Aqua Tech Environmental Laboratories, Inc.
PESTICIDES AND SYNTHETIC ORGANIC CHEMICALS ANALYSIS
3 9 7 0 1
0 3 7 8 0 5 5
ROBESON COUNTY WATER DEPT.
COUNTY: ROBESON
SAMPLE TYPE: E (E=Entry Point;. S=Special/Non-compliance) TRv1E: 1 3 0 0 P M (EH:MM AM or PM)
COLLECTED ON: DATE c70 �% 2 0 -I-2 1 i D
LOCATION WHERE COLLECTED: �R+ AI ME-EliiS, ±+-'r) +_ - TA HiWY" 20
LOCATION CODE: 0 1 3 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO: TYPE OF SUPPLY:
ROBESON COUNTY WATER DEPT. (X) COMMUNITY {) ADJACENT
265 MCGIRT RD. ( ) NTNC O CAMPGROUND
MAXTON, NC 28304 ( ) NON -COMMUNITY
( ) PRIVATE
WATER SOURCE(S)
(X) GROUND
TELEPHONE # [phone]
(
) SURFACE
(
)PURCHASED
REGULATORY
NOT
CONTAM
METHOD
DECTECTION
DETECTED QUANTIFIED
ALLOW
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X) RESULTS
LIMITS
UNREG (U)
********
*******************
*********
***********
********** **********
********
*********
2005
Endrin
201
0.00001
_
0.002
R
2010
Lindane
201
0.00002
_
0.0002
R
2015
Methoxychlor
201
0.0001
_
0.04
R
2020
Toxaphene
201
0.001
X
0.003
R
2021
Carbaryl
235
0.0005
X
N/A
U
2022
Methomyl
235
0.0005
X
NIA
U
2031
Dalapon
203
0.001
X
0.2
R
2035
Di(2-ethylhexyl)adipate
225
0.0006
_
0.4
R
2036
Oxamyl (vydate)
235
0.002
X
0.2
R
2037
Simazine
207
0.00007
_
0.004
R
2040
Picloram
203
0.0001
X
0.5
R
2041
Dinoseb
203
0.0002
X
0.007
R
2042
Hexachlorocyclopentadiene
225
0.0001
_
0.05
R
2043
Aldicarb Sulfoxide
235
0.0005
X
N/A
U
2044
Aldicarb Sulfone
235
0.0008
X
N/A
U
2045
Metolachlor
207
0.0002
_
NIA
U
2046
Carbofuran
235
0.0009
X
0.04
R
2047
Aldicarb
235
0.0005
X
NIA
U
2050
Atrazine
207
0.0001
_
0.003
R
2051
Alachlor
207
0.0002
_
0.002
R
2065
Heptachlor
201
0.00004
_
0.0004
R
2066
3-Hydroxycarbofuran
235
0.0005
X
NIA
U
2067
Heptachlor Epoxide
201
0.00002
_
0.0002
R
01/97
6378 S. STAT E ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone] • FAX [phone]

South [lend, IN 46617
fJ 219.233.4777
800.332.4345
Jnmental Health LaboratOr►es Fax:[phone]
The Nation's Drinking Water Laboratory www.mastethnology.tom
PESTICIDES AND SYNTHETIC ORGANIC CHEMICALS ANALYSIS
LABORATORY ID#: 18700 REPORT #: 577749-50(50)
WATER SYSTEM ID#: 03-78-055 COUNTY: Robeson
NAME OF SYSTEM: Rexwell
SAMPLE TYPE: E (E=Entry Point; S=Special/Non-compliance)
COLLECTED ON: DATE: 02/20/01 (MM/DD/YY)
TIME: 01:00 PM (HH:MM AM or PM)
LOCATION WHERE COLLECTED: Rexwell Site Rn. Tap Hwy 20
LOCATION CODE: 013 COLLECTED BY: Myron Neville
MAIL RESULTS TO: TYPE OF SUPPLY:
( ) COMMUNITY (
North Carolina Department of Health & Environmental Resources ( ) NTNC (
( ) NON -COMMUNITY
1634 Mail Service Center ( ) PRIVATE
r
Raleigh, NC 27699-1634 WATER SOURCE(S):
( ) GROUND
TELEPHONE # [phone] ( ) SURFACE
( ) PURCHASED
) ADJACENT
) CAMPGROUND
REGULATORY
NOT
CONTAM
METHOD
DETECTION
DETECTED QUANTIFIED
ALLOW.
REG (R)
CODE CONTAMINANT (mg/1)
........w.r••.....••............wr••e...•......
CODE
•►w.r ...
LIMITS '
.... .w....•rr
(X) RESULTS
r•rrrrw•..• rr....rw.rwr.wr
LIMITS UNREG (U)
rr••...•+ ww.ww.er•...ww
2005 Endrin
225
0.00001
X
0.002
R
2010 Lindane
225
0.00002
X
0.0002
R
2015 Methoxychlor
225
0.0001
X
0.04
R
2020 Toxaphene
0.003
R
2021 Carbaryl
N/A
U
2022 Methomyl
N/A
U
2031 Dalapon
0.2
R
2035 Di(2-ethylhexy0adipate
225
0.0006
X
0.4
R
2036 Oxamyl (vydate)
0.2
R
2037 Simazine
225
0.00007
X
0.004
R
2040 Picloram
0.5
R
2041 Dinoseb
0.007
R
2042 Hexachlorocyclopentadiene
225
0.0001
X
0.05
R
2043 Aldicarb Sulfoxide
N/A
U
2044 Aldicarb Sulfone
N/A
U
2045 Metolachlor
225
0.0001
X
N/A
U
2046 Carbofuran
0.04
R
2047 Aldicarb
N/A
U
2050 Atrazine
225
0.0001
X
0.003
R
2051 Alachlor
225
0.0002
X
0.002
R
2065 Heptachlor
225
0.00004
X
0.0004
R
2066 3-Hydroxycarbofuran
N/A
U
2067 Heptachlor Epoxide
225
0.00002
X
0.0002
R
ti Il. +. M MAN
fa.nm.b�L. rcl4mnum

110 S. Hill Street
South fiend, IN 46617
219.233.4777
300.332.43.13
t onmental Health Laboratories Fax:'-19.233.3207
The Nation's Drinking Water Laboratory w%,nv.mastechnolgy.com
PESTICIDES AND SYNTHETIC ORGANIC CHEMICALS (continued)
REPORT #: 577749-50(50)
LABORATORY ID#: 18700
COLLECTION DATE: 02/20/01
WATER SYSTEM ID#: 03-78-055
LOCATION CODE: 013
REGULATORY
NOT
CONTAM
METHOD
DETECTION
DETECTED QUANTIFIED
ALLOW.
REG (R)
CODE
1fff11...
CONTAMINANT (mg/1)
111111111f11............-**..........f
CODE
11111111f
LIMITS '
11......111ff
(X) RESULTS
11...* ...* •... *... *.***1f
LIMITS
***......
UNREG (U)
..***.f 1f1111f
2070
Dieldrin
225
0.0001
X
N/A
U
2076
Butachlor
225
0.0001
X
N/A
U
2077
Propachlor
225
0.0001
X
N/A
U
2105
2,4-D
0.07
R
2110
2,4,5-TP (Silvex)
0.05
R
2274
Hexachlorobenzene
225
0.0001
X
0.001
R
2298
Di(2-ethylhexyl)phthalate
225
0.00132
X r
0.006
R
2306
Benzo(a)pyrene
225
0.00002
X
0.0002
R
2326
Pentachlorophenol
0.001
R
2356
Aldrin
225
0.0001
X
N/A
U
2383
PCB's
0.0005
R
2440
Dicamba
N/A
U
2595
Metribu_ zin
225
0.0001
X
N/A
U
2931
DBCP
0.0002
R
2946
Ethylene Dibromide (EDB)
0.00005
R
2959
Chlordane
0.002
R
EHL has demonstrated it can achieve these report limits in reagent water, but can not document them in all sample matrices. Detection limits not
mandated by the state are represented with an underscore.
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
Date Analyses Begun: 02/26/01 Time Analyses Begun: 0:900 AM
Date Analyses Completed: 03/29/01 Time Analyses Completed: 05:00 PM
Reviewed By: Date: Finalized By: 71: - Date: 3/Z`711ZC'"
Laboratory Log#: 577750
COMMENTS: None of the analytes included in the detailed parameter list were detected in the sample submitted for analysis.
Note: The hexachlorocyclopentadiene and simazine recovery in the CCC at 2.0 ug/L (68% and 58%, respectively) were outside the
acceptance limits of 70-130%. Any detected result for hexachlorocyclopentadiene is potentially low biased. Simazine concentrations
near the reporting limit might not have been detected. This data is reported based upon the acceptable recoveries in additional
associated QC.
Note: Sample container was provided by the client. ATEL Sample ID 02270-(A)
Note: This report may not be reproduced, except in full, without written approval from Environmental Health Laboratories (div. of MAS Technology Corporation).
HIM n , Jirnu,n..I MAN
ihi111i.ii.e�• 1 ��fM.f�lli.�

'ATEDate Rec.
7
L. Time Rec.
RecB
7? . Y
How Rec.
Aqua Tech Environmental Laboratories, Inc.
Temp.1° Ice(Dor (N)
Lab #
INORGANIC CHEAUCAL ANALYSIS
Laboratory ID 9: '--'7-) A r% <Z O
Water System ID 9 : a -? - _a SS
County:
Name of System: wo_p_rL�
-
System Type: E
E = Entry oint; S = Special)
Collected On: Date- (M?vUDDNY)
Time: / 2—
M(HH:MM AMORPM)
Location Where Collected:
Location Source Code:
'
Collected By:
Mail Results To:
Tye of System:
)e a�_Is o v-, Co %.< ei 4 V
Wr,4t--r
Community
Gt X)C- -2
?_S4. q
Non -Community
Telephone: 9­41L,/
�.611
Private
Contam
Name
Method
Results
Allow.
Water Source(s):
'Code
Code
Limits
op Ground
1005
Arsenic, mg/l
170
- 3 (Z5
0.050
Surface
1010
Barium, mg/l
170
�. � \10
2.000
Purchased
1015
Cadmium, mg/l
170
z
0.005
Type Treatment:
1020
Chromium, m--A
170
3
0.100
None
1024
Cyanide, mg/l
150
0.200
Chlorinated
1025
Fluoride, mg/l
107
'Zi C,\
4.000
Fluoridated
'1 028
Iron, m-11
169
G Q 0 L4. Q
0.300
Filtered
1032
Manganese, mg-11
169
13 0
0.050
Alum
1035
Mercury, mg/l
119
0.002
Lime
1036
Nickel, mg/l
170
< O
0.100
Soda Ash
1045
Selenium, mg/l
170
0.0,50
Caustic
1052
Sodium, mg/l
-cN-Q
169
r"\.
N/A
Water Softener
1055
Sulfate, mg/l N
.4-5Z�
N/A
Potassium Permanganate
1074
Antimony, mg/l
170
<-1 C) 3 O
0.006
Phosphatedron Ctrl.
1075
Beryllium, mg/l
170
0.004
Phosphate.Mang. Ctrl.
1085
Thallium, mg/l
170
G O 1 —Q
0.002
Phosphate,Corr. Ctrl.
1925
ph, units
135
G 6.5
Other
Laboratory Note: A result preceded by the "less than"
Sample Unsatisfactory
Resample Requested
symbol must be less than or equal to the detection
limit or one -Fifth (1/5)
of the allowable'limit.
Date Analyses Begun: � <) Time Analyses Begun: 0 0 A M
Date Analyses Completed: c� Time Analyses Complo(7 M
Certified By:
Comments:
1776 MARION-WALDO RD. - P.O. BOX 436 a MARION, CH 43301-0436
PHONE [phone] - FAX [phone]

Laboratory ID -rur :
Water System ID
Name of System:
ATEL
Aqua Tech Environmental Laboratories, Inc.
ph
INORGANIC CHEINIICAL A L ALySIS
_71 2 - - �' S County:
h _" � - r,- ('_0 '_:c "t i- v G(JS -k f— —
System Type : ( E) ( E = Entry Point; S = Special)
Collected On: Date: Q Z/ Z
Location Where Collected
Location Source Code: D / �-2 Co
Mail Results To:
11125�1 icJC 2--k-3 6 y
Telephone. ( , v ) , .,c ,,
-ontam
IName
iV ethod Results
Code
Code
1005
Arsenic, mg/1
170
1010
Barium, mg/l
170
1015
Cadmium, mg/1
170
1020
Chromium, mg/1
170
1024
Cyanide, mg/1
150
1025
Fluoride, mg/1
107
1028
Iron, mg/1
169
1032
Manganese, mg/l
169
1035
Mercury, mg/1
119
1036
Nickel, mg/l
170
1045
Selenium, mg/1
170
1052
Sodium, mg/l
169
1055
Sulfate, mg/l
137---
1074
Antimony, mg/1
170
1075
Beryllium, mg/l
170-
1085
Thallium, mg/1
170
1925
ph, units
135 — -� — — —
( ) Sample Unsatisfactory ( ) Resample Requested
Date Rec. Q-Q1 _n I
Time Rec.
I3;)(D
Rec. By
S 11
How Rec._
1
Temp. W (-
Ico'� or (N)
Lab #
OILS
Time: �Z �/ a /P WHH:MM ANJORpM)
Type of System:
Community
_
( )
NTNC
r ( )
Non -Community
( )
Private
Allow.
Water
Source(s):
Limits
(J�)
Ground
0.050
(`)
Surface
2.000
( )
Purchased
0.005
Type
Treatment:
0.100
( )
None
0.200
(�)
Chlorinated
4.000
(K)
Fluoridated
0.300
(�)
Filtered
0.050
( )
;alum
0.002
( )
Lime
0.100
( )
Soda Ash
0.050
(x)
Caustic
N/A
( )
Water Softener
N/A
( )
Potassium Permanganate
0.006
( )
Phosphate.Iron Ctrl.
0.004
( )
Phosphate.l�lang. Ctrl.
0.002
(x)
Phosphate,Corr. Ctrl.
G 6.5
( )
Other
Laboratory Note: a result preceded by the 'less than"
symbol -must be less than or equal to the detection
limit or one-rifth (115) of the allowable limit.
Date Analyses Begun: �� / ? I / I Time Analyses Begun: , y c
Date Analyses Completed: c; / .a I / j r M
Time Analyses Co e � � � l� ,bl
Certified By: _ — —
Comments:
936 N. HORNER BLVD. • SANFORD, NC 27330
PHONE [phone] • 1-800-522-2832 • FAX [phone]

`° ATEL
Aqua Tech Environmental Laboratories, Inc.
VOLATME ORGANIC CHEMICALS ANALYSIS
(VOCS)
LABORATORY ID#: 3 9 7 0 1
WATER SYSTEM ID#: 0 3 7 8- 0 5 5 COUNTY: ROBESON
NAME OF SYSTEM: ROBESON COUNTY WATER DEPT.
SAMPLE TYPE: E (E=Entry Point; S=SpeciaUNon-compliance)
COLLECTED ON: DATE=2 TIME: 1 3 : 0 ' 0 P M (HH:MM ANf or PM)
LOCATION WHERE COLLECTED: O.REY WELIr,S1TE,FIIV: TAP'HWY.,20
LOCATION CODE: 0 1 3 COLLECTED BY: MYRON NEVILLE
MAIL RESULTS TO: TYPE OF SUPPLY: ( )ADJACENT
(X) COMMUNITY ( )CAMPGROUND
ROBESON COUNTY WATER DEPT. ( ) NTNC
265 MCGIRT RD. ( ) NON -COMMUNITY
MAXTON, NC 28304 ( ) PRIVATE
TYPE TREATMENT:
( ) NON -CHLORINATED
TELEPHONE # [phone]
( X) CHLORINATED
REGULATORY
NOT
CONTAM
METHOD
DETECTION
DETECTED
QUANTIFIED
ALLOW.
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LIMITS
(X)
RESULTS
LIMITS
UNREG (IS)
2030
p-Isopropyltoluene
221
0.0005
X
N/A
U
2210
Chloromethane
221
0.0005
X
N/A
U
2212
Dichlorodifluoromethane
221
0.0005
X
N/A
U
2214
Bromomethane
221
0.0005
X
N/A
U
2216
Chloroethane
221
0.0005
X
N/A
U
2218
Fluorotrichloromethane
221
0.0005
X
N/A
U
2246
Hexachlorobutadiene
221
0.0005
X
N/A
U
2248
Naphthalene
221
0.0005
X
N/A
U
2378
1,2,4-Trichlorobenzene
221
0.0005
X
0.07
R
2380
Cis-1,2-Dichloroethylene
221
0.0005
X
0.07
R
2408
Dibromomethane
221
0.0005
X
N/A
U
2410
1,1-Dichloropropene
221
0.0005
X
N/A
U
2412
1,3-Dichloropropane
221
0.0005
X
N/A
U
2413
1,3-Dichloropropene
221
0.0005
X
N/A
U
2414
1,2,3-Trichloropropane
221
0.0005
X
N/A
U
2416
2,2-Dichloropropane
221
0.0005
X
N/A
U
2418
1,2,4-Trimethylbenzene
221
0.0005
X
N/A
U
2420
1,2,3-Trichlorobenzene
221
0.0005
X
N/A
U
2422
n-Butylbenzene
221
0.0005
X
N/A
U
2424
1,3,5-Trimethylbenzene
221
0.0005
X
N/A
U
2426
Tert-Butylbenzene
221
0.0005
X
N/A
U
2428
Sec-Butylbenzene
221
0.0005
X
N/A
U
2430
Bromochloromethane
221
0.0005
X
N/A
U
2941
Chloroform
221
0.0005
_
0.0022
N/A
U
2942
Bromofonn
221
0.0005
X
N/A
U
01/97 I
6878 S. STATE ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone] • FAX [phone]

Aqua Tech Environmental Laboratories, Inc.
VOLATILE ORGANIC CHEMICALS ANALYSES (continued)
ABORATORY ID#: 3 9 7 0 1
WATER SYSTEM ID#:
0 3 7
8 0 5 5
OLLECTION DATE: 0 2 2 0 0
1 QAMDDNY) LOCATION CODE:
0 1 3
REGULATORY
NOT
ONTAM
METRO
DECTECTION
DETECTED
QUANTIFIED ALLOW.
REG (R)
CODE
CONTAMINANT (mg/1)
CODE
LR TS
(X)
RESULTS
LIAdI'TS
UNREG (U)
2943
Bromodichloromethane
221
0.0005
_
0.0007
N/A
U
2944
Chlorodibromomethane
221
0.0005
X
N/A
U
2955
Xylenes (Total)
221
0.0005
X
10
R
2964
Dichloromethane
221
0.0005
X
0.005
R
2965
o-Chlorotoluene
221
0.0005
X
i'N/A
U
2966
p-Chlorotoluene
221
0.0005
X
N/A
U
2967
m-Dichlorobenzene
221
0.0005
X
N/A
U
2968
o-Dichlorobenzene
221
0.0005
X
0.6
R
2969
p-Dichlorobenzene
221
0.0005
X
0.075
R
2976
Vinyl Chloride
221
0.0005
X
0.002
R
2977
1,1 Dichloroethylene
221
0.0005
X
0.007
R
2978
1,1-Dichloroethane
221
0.0005
X
N/A
U
2979
Trans-1,2-Dichloroethylene
221 -
0.0005
X
0.1
R
2980
1,2-Dichloroethane
221
0.0005
X
0.005
R
2981
1,1,1-Trichloroethane
221
0.0005
X
0.2
R
2982
Carbon Tetrachloride
22I
0.0005
_X
0.005
R
2983
1,2-Dichloroptopane
221
0.0005
X
0.005
R
2984
Trichloroethylene
221
0.0005
X
0.005
R
2985
1,1,2-Trichloroethme
221
0.0005
X
0.005
R
2986
1, 1, 1,2-Tetrachloroethane
221
0.0005
_X
N/A
U
2987
Tetrachloroethylene
221
0.0005
X
0.005
R
2988
1,1,2,2-Tetrachloroethane
221
0.0005
X
N/A
U
2989
Chlorobenzene
221
0.0005
X
0.1
R
2990
Benzene
221
0.0005
X
0.005
R
2991
Toluene
221
0.0005
X
1
R
2992
Ethylbenzene
221
0.0005
X
0.7
R
2993
Bromobenzene
221
0.0005
X
N/A
U
2994
Isopropylbenzene
221
0.0005
X
N/A
U
2996
Styrene
221
0.0005
X
0.1
R
2998
n-Propylbenzene
221
0.0005
X
N/A
U
( ) SAMPLE UNSATISFACTORY ( ) RESAMPLE REQUESTED
)ate Analyses Begun: 0 2 2 4 0 1
)ate Analyses Completed: 0 2 2 4 0 1
.aboratory Log #: NMI 01-02270
:OMIviEENTS:
1 1/97
Time Analyses Begun:
Time Analyses Completed:
Certified By:
0
8,
0
0 A
M
0
5
0
0 P
M
6878 S. STATE ROUTE 100 P.O. BOX 76 • MELMORE, OH 44845-9999
PHONE [phone] • FAX [phone]

WQ6ro/Svcpir
-/Lsburatories, Inc. 817 Castle Hayne Street Fayetteville. NC 33303
Microbac
LA
BACTERIOLOGICAL ANALYSIS
Laboratory ID#: 37714
Water System ID#:— - _--_—_ County:JP
FAYETTEVILLE DIVISIOti
Name of System:
Sample Type: (1=Routine; 2=Repeat; 3=Replacement; =Plan Approval; S=Other/Non-compliance)
Collected on: DATE-"_ % _ / /z (MM/DDIM TIME: — Q —M (HH:MM AM or PM)
Location Where Collected:
Location Type:. (I=First User Tap; 2=General User Tap; 3=Last/End User Tap; 4=Source/Intak 5=Other)
- ni on.0
Location Code:
.FOR REPEAT SAMPLE:
Collected By:
Previous Positive Location Code: ---
Positive Collection Date:
Time: -- ---
r
FOR REPLACEMENT SAMPLE:
Original Sample Type:_ (1=Routine;
2=Repeat; 3=Plan Approval; 4 =Other)
Original Collection Date: — / /--
Proximity: — (1 =Same; 2=Upstream; Time:
3=Downstream)
Mail Results To: /
J j
t�/11 C q�tA v Aa
�J
Fr.V . Nt C, �- ? 31 L
Telephone No.
Type of Supply: $Community ❑ NTNC
❑ Non -Community ❑ Adjacent
❑ Private ❑ Campground
Type of Treatment: ❑ Chlorinated
(INon-Chlorinated
Free Chlorine Residual:
Combined Chlorine Residual:
RESULT
INVALID CODES
CONTAMINANT
METHOD PRESENT ABSEIfT INVALID
1)
Confluent Growth/No Coliform Found
Total Coliform
/ L ❑ p/ ❑
2)
TNTC/No Coliform Found
Fecal/E. Coli
❑ ❑ ❑
3)
Turbid Culture/No Coliform Found
Heterotrophic P.C.
_ _ _
/ml
4)
Over 30 Hours Old
---
(number)
5)
Improper Sample or Analysis
( )'Repeat Samples Required ( ) Replacem-ent Sample Required
Date Analysis Begun: / �Q/� Time Analysis Begun:_ U M
Date Analysis Comple ed:: 0 Time Analysis ompleted: _ 'D M
d % �C U C�� Certified B J
Laboratory Log T �T,L� y'
:
COMMENTS:
nFuua 3757 (01.97)

r
(DXFORD
aboratories
ne.
BILL'S WELL DRILLING
800 McARTHUR ROAD
FAYETTEVILLE, NC 28311
ATTENTION: JEAN KAMIONKA
Analytical and Consulting Chemists
1316 South Fifth Street -
DATE RECEIVED 0 2 -14 - 9 7 Wilmington, N.C. 28401
DATE REPORTED 0.2 - 2 7 - 9 7 [phone]
9 7 W 4 3 7 6 Fax [phone]
PAGE 2 OF 3
SAMPLE DESCRIPTION: WELL PKG ROBESON CO. 2-12-97
1. WELL *29
r
•
RESULTS
•
1
Manganese, as Mn, PPM
.009
Mercury, as Hg, PPM
<.0002
Nickel, as Ni, PPM
<.005
Nitrate, as NO3-N, PPM
<0.1
Nitrite, as NO2-N, PPM
<0.1
Selenium, as Se, PPM
<.005
Silver, as Ag, PPM
<.002
Sodium, as Na, PPM
3.25
Sulfate Gravimetric, as SO4, PPM
1
Acidity, as CaCO3, PPM
27
Antimony, as Sb, PPM
<.001
Beryllium, as Be, PPM
<.001
Thallium, as T1, PPM
<.001
r

0
(DXFORD
aboratories
nc.
BILL'S WELL DRILLING
800 McARTHUR ROAD
FAYETTEVILLE, NC 28311
ATTENTION: JEAN KAMIONKA
Analytical and Consulting Chemists
1316 South. Fifth Street'
DATE RECEIVED 0 2 -'14 - 9 7 Wilmington, N.C. 28401
DATE REPORTED 0 2- 2 7- 9 7 [phone]
9 7 W 4 3 7 6 Fax [phone]
PAGE 1 OF 3
P.O.. #
SAMPLE DESCRIPTION: WELL PKG ROBESON CO. 2-12-97
1. WELL *29
RESULTS
1
Turbidity, NTU
4.6
Arsenic, as As, PPM
<.005
Barium, as Ba, PPM
.024
Cadmium, as Cd, PPM
<.001
Calcium, as Ca, PPM
.375
Chloride, as Cl, PPM
3
Chromium, as Cr, PPM
<.005
Copper, as Cu, PPM
<.003
Total Cyanide, as CN, PPM
<0.005
Fluoride, as F, PPM
<0.1
Iron, as Fe, PPM
2.20
Lead, as Pb, PPM
<.003
VaDnesium, as Mg, PPM
.280
1-

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 27, 1998
Willie A. Best, County Manager
County of Robeson
701 North EIm Street
Lumberton, North Carolina 28358
Dear Mr. Best::
I IT
A&
-NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Permit No. WQ0015068
County of Robeson
County -Wide Water System, Phase IV
N.C. 20 Site -Backwash Lagoon
Wastewater Infiltration System
Robeson County
In accordance with your application received March 9, 1998, we are forwarding herewith Permit No.
WQ0015068, dated May 27, 1998, to the County of Robeson for the construction and operation of the subject
wastewater infiltration system.
This permit shall be effective from the date of issuance until April 30, 2003, 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 colle-cting and maintaining the required operational
information will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes,
and filed with the Off -ice of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such
demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional information
concerning this matter, please contact Mr. Michael D. Allen at [phone] tension 547.
Sincerely; ,
_/_/—A. Preston Howard, Jr., P.E.
cc: Robeson County Health Department
Koonce, Noble & Associates, Inc.
Fayetteville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
PO Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
INFILTRATION 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 THE
County of Robeson
Robeson County
construction and operation of a 8,200 GPD wastewater infiltration system consisting of 130,000 gallon infiltration
lagoon to serve the County of Robeson's County -Wide Water System, Phase IV, N.C. 20 Site -Backwash Lagoon,
with no discharge of wastes to the surface waters, pursuant to the application received March 9, 1998, 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, 2003, and shall be subject to the
following specified conditions and limitations:
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.
2. This permit is effective only with respect to the nature and volume of wastes described in the application and
other supporting data.
The facilities shall be properly maintained and operated -at all times.
4. 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 of Water Quality
(Division) accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of the request will be considered on its merits and may or may
not be approved.
5. 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 this permit, the approved plans and specifications, and other supporting materials. If this project is to be
completed in2bases and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the entire project has
been completed, Mail the Certification to the Non -Discharge Permitting Unit, P.O. Box 29535, Raleigh, NC
27626-0535.

6. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those actions that may be required by this
Division, such as the construction of additional or replacement treatment or disposal facilities.
The Fayetteville Regional Office, telephone number [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 the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through Friday, excluding State Holidays.
The residuals generated from these treatment facilities must be disposed in accordance with General Statute
143-215.1 and in a manner approved by the Division.
The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
10. 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.
11. Diversion or bypassing of untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the infiltration lagoon shall not be less than two feet at any time.
13. Any monitoring deemed necessary by the Division to insure surface and ground water protection will be
established and an acceptable sampling reporting schedule shall be followed.
14. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to insure proper operation
of the subject facilities.
15. The Permittee or his designee shall inspect the wastewater recycle facilities to prevent malfunctions and
deterioration, operator errors and discharges which may cause or lead to the release of wastes to the
environment, a threat to human health, or a nuisance. The Permittee shall maintain an inspection log or
summary including at least the date and time of inspection, observations made, and any maintenance, repairs,
or corrective actions taken by the Permittee. This log of inspections shall be maintained by the Permittee for
a period of three years from the date of the inspection and shall be made available to the Division or other
permitting authority, upon request.
16. 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 recycle system 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.
17. 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 15A NCAC 2H .0205 (c)(4).
18. 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.
19. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
20. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of this project.

21. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number(910) 486-
1541, 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 treatmentof significant amounts
of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a basin
or tank, 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 renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, aerators, compressors,
etc.;
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; or
d. Any time that self -monitoring information indicates that the facility is not in compliance with its permit
limitations.
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.
22. Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
23. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A NCAC 2L,
Groundwater Classifications and Standards. The Compliance Boundary is for the disposal system
constructed after December 31, 1983 is established at either (1) 250 feet from the waste disposal area, or (2)
50 feet within the property boundary, whichever is closest to the waste disposal area. An exceedance of
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to immediate remediation
action in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the disposal systems
midway between the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of
standards at the Review Boundary shall require remediation action on the part of the permittee.
24. To prevent the infiltration lagoon become plugged or clogged over time, the lagoon bottom shall be
periodically cleaned to ensure proper operation.
25. Upon classification of the facility by the Water Pollution Control Systems Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to be
in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of
the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the appropriate
type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the facility must visit
each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends
and holidays, and must properly manage and document daily operation and maintenance of the facility and
must comply with all other conditions of 15A NCAC 8A .0202.
26. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon
receipt of the request, the Commission will review the adequacy of the facilities described therein, and if
warranted, will extend the permit for such period of time and under such conditions and limitations as it may
deem appropriate.

Permit issued this the twenty-seventh day of May, 1998
NORTH CA LINA EN IRONMMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015068
4

Permit No. WQ0015068
May 27, 1998
ENGINEER'S CERTIFICATION
Partial Final
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 project,
Project Name
Location and County
for the Perrnittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of
the construction such that the construction was observed to be built within substantial compliance and intent of this
permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

1990000 FEET 681 egp 79'00,
34°52`30"
_ _ -_ l- ��� -•'- I r r 4'�`E��' ,/� ice^ • \�. \ • t
- 17H
Mn-t h l s F�
400 ooc
FEET
X, \ f
3857
�4di •3ve far.••` IS% — - _..�r r =ti,_ `�.
Ch
13856
- — - __sue _ ..i�l��• I->P — -•�
160

I
i DATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name -of Facility: GO'"14M OAF IzotMOk3 li-NCIGTVAMOQ u4CoC�dSA.S
Owner or Contact Person: WtuF ae5rl cavrsrr M ,mac
Mailing Address: _ '">01 a. EL-M . 'Sf: t,una6e.R'ro+a, rQC. 'Z6.3 sB
County: _031c5nN Telephone: t�1v�G7I-3bz2
Present Classification. —New Facility ✓ Existing Facility
NPOES Per. No. N000 — Nond15C. Per. No. tVoct5D6 Health Dept. Per. No '
Rated by: ICAA­� At.A. Telephone: —50877� 4"] Date: 5-1-1-9-6
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Class'ification(s): Subsurface Spray Irrigation LandApplication
Wastewater Classification: (Circle One) 1 11 111 N Total Points:
; LN-- ppxccccS p,�O qB.LUDaMENTW-iARE &N ' PAR pf T ' P
_ tc-,`ye = P c cu + C>: Fe
v - cc Gizy- i Y_N7RIZ):AT O t 1NFS A-r t_xFM_-T F'ROt, r`! kSSTr—ATX
SL1rS' -FA-,E Cl.kMFrZATI0N
(check eJ; units that apply)
1 septic tanks
2—pomp tanks
3. siphon or pump -dosing systems
sand tillers
5 prease Ira.pfinterceplor
6 oilJwaier separators
7_ subsurface Irtwmeni and disposal
gravity
_ „orrssure
SPRAY IRFiIGATCN 0 ASStFICATM
(check all units that apply)
1—
praliminary treatment (deFWtion no. 32 )
2—lagoons
3
aeplic tanks
4—pump
tartars
E-
pumps
6,
sand fitters
7—grease
trapfinlerceplor
B
atVwaler separators
D.
disinteCliarf
10� __
_ them i=t addition for
nutrienvalgae Control
11—spray
irrigation of wastewater
Pretreatment et wastewater In excess of _these eompontnts shall be rated using the point rating
system and will require an operator with an appropriate dual Certification.
LAND APPLlCA r10WRESIDUALS CLASSIFICATION (Apples only to permit holder)
1. _ Land app!icalion of biosolids, residuals or contaminated soils on a designaled she.
WASTEWATERTFREA7MEN7 FAGLRY QJ 551FX},TIOh1
The fo!.owing systems shall be assigned a Class I dassiliufion,unfell the flow is of a significant quantity or the technology is
unLlsuet!y c=;)1cx, to require cansideralion by the Commission on a case-by-c se basis: (Check If Appropriate)
1 O;'rwa:er Seraralor Systems consisting only of physical separation, pumps and disposal;
2_Sepli: TanW5and Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direcl discharge;
3. Lagoon Sysle:s3s consisting only of pretiminsry treatment, lagoons, pumps, disinfection, necessary chemieal
trea:menl for algae or nutrient control, and direct discharge,
4, Closeddoop Recycle Systems;
5. G+oundws:et Remeriial;o r. 5yslems consisting only of pumps, air -stripping, carbon adsorption, disinfection and
disposal;
6 Fish farms with discharge to surtace waters;
7�T10.'aier Pion[ sludge handling and bark -wash water treatment;
6L Sea'oo? prrYessing consisting a1 spetning and disposal. -
0. Singte-ia-nily discharging systems with the exception of Aerobic Treatment Units, will betlassiried if permhied after
Ju1y 1, 1P93 or it upon inspection by the division, 11 is found that the sysiern is nw being adequately operated or
maimzined. Such systems will be notified of the classification or reclassificalion by the Commission. in writing.

i
DIVISION OF WATER QUALITY
GROUNDWATER SECTION
May 5, 1998
MEMORANDUM necle,
To: Kim Colson
Viet)
Water Quality Section Y 12 1998
ftrThrough: Bob Cheek 1�k'. L Ree VQ_-
. C), j w
From: Brian Wootton ���'
Subject: County of Robeson
Backwash Lagoon - WTP
Robeson County
WQ0015068/ GW98039
Michael Allen: SERG Review Engineer
The Groundwater Section has reviewed the subject permit application for the new infiltration
lagoon to accommodate approximately 8200 gallons per day of backwash water from the nearby
water treatment plant. Water withdrawn from the on -site municipal water supply well (190 feet from
the lagoon) will be treated and the sand filters at the water treatment plant will be backwashed
(cleaned) about twice a week. Water from the backwash events will be discharged to the subsurface'
by means of the new infiltration backwash lagoon. Since the water withdrawn from the well is being,:
treated and no other water supply wells are within 1000 feet of the backwash lagoon, monitor we,:
are not necessary.
In conclusion, the Groundwater Section has no objection to issuance the permit, provided that
the following conditions are included:
The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary is
for the disposal system individually permitted after December 31, 1983 is established at either
(1) 250 feet from the waste disposal area, or (2) 50 feet within the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation action
in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1).
z

In accordance with 15A NCAC 2L, a, REVIEW BOUNDARY is established around the
disposal systems midway between the Compliance Boundary and the perimeter of the waste
disposal area. Any exceedance of standards at the Review Boundary shall require remediation
action on the part of the permittee.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
*Denotes different language than the shell document.
cc: Ait Barnhardtt
Permit. Files

To aWoalfa,,t. =t
41�ao(y1:'teo -'`w. GROUNDWATER SECTION GW# 98039
_ �..
DIVISION OF WATER QUALITY WQ # 0015068
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
:REVIEW BY Beth Madis DATE _ 4/27/98 FIELD _INVESTIGATION? (YIN) 3/26/98
'FACILITY -NAME County of Robeson Backwash Lagoon COUNTY Robeson.
:LOCATION --3 mi. west of St. Pauls, on the north side of Hwy. 20, in Robeson Count
(see map).. DISPOSAL SYSTEM (LAGOON,. ETC.) =Backwash infiltration lagoon.
DESIGN CAP. (GPD) 8,200. DESCRIPTION OF FACILITY water supplywell system: -lagoon for
back -washing sand -filters.
SIZE OF IMPOUNDMENT (FT-SQ.) 4,900 00 -k70 L) WOR SIZE OF APPLICATION'AREA
'WASTE SOURCE: MUN. SLUDGE_ MUN. W.WATER _; _ PRIMARY _SECONDARY _ TERTIARY
IND. SLUDGE -IND.,-WELL WATER x OTHERS: Municipal supply well 'water filter
backwash. DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM >100 FT., WELL >1oo FT.. -
FOR WELL: TYPE OF USE supply DEPTH unknown PUMP RATE (EST.) unknown
WHAT DESIGN CONDITIONS WILL UC ANC EASE CHANCE OF GW CONTAMINATION: No private
WHAT NATURAL SITE.CONDITIONS WILL. REDUCE/ CRS HANCE OF GW CONTAMINATION: Based
on the nature of this operation (filtering -:iron out of the supply water and
backwashina the filters to the lagoon), iron concentrations would be expected to
increase to greater than 2L limits in this area. This is -not seen as problematic
Additionally, natural clay layers that. would have reduced. the chance of GW
contamination are being removed and replaced with permeable sand to increase
inf i l trat i on ..'.
DEPTH.TO:' BEDROCK -3oo FT., SEASONAL.HIGH W.T. --3 FT., ANNUAL W.T. FLUX unk. FT.
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER ,
GEN. LITHOLOGY silty & sandy clay
HYD. COND. Unkn. FT./DAY ❑ MEASURED FT./DAY ❑.MEASURED
❑ ESTIMATED ❑ ESTIMATED
THICKNESS >s FT.
NO. OF MONITOR WELLS: PROPOSED: UP o DOWN o ;'EXISTING: UP o DOWN 0
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION = 16,. = 6 ' .7 1 2 A . b • w _
T 1- 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL) _ SITUATION GRADE
PROPOSED SAMPLING SCHEDULE & PARAMETER(S): None at this. time
HAVE THERE BEEN ANY EXCEEDENCES OF THE GROUNDWATER STANDARDS? .YES N/A NO
HAS ANY.ENFORCEMENT ACTION BEEN TAKEN? YES N/A NO DATE OF ACTION:,
BRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN: N/A
REMARKS/RECOMMENDATIONS (Continue on Reverse, if necessary): Issue permit.
GIONAL SUPE VISOR
GW-48 Revised 07/96 by FRO

79!00'
1990000 FEET •q1 _ A? �, _ •/ 34'52'30„
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170.57'
E SHEET EC-1
EXISTING DITCH SHALL BE
CLEANED FROM END OF
RCP TO END OF DITCH
U.P.
1 TBM-RR SPIKE IN U.P.
DITCH ELEV.=179.19" N 50' 38' 30" E _ 776.2 _
"— "—"—"—■ I TS ■ ■ ■ 1wI5.0 176.JF /
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END OF DITCH LIMITS OF WORK
ELEV.=174.6' 177
178
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—
176« 565.02' `��\� — PIPE
15.14'
6' HIGH CHAIN LINK
FENCE w/ 3 STRANDS 1
BARBED WIRE LOCATED �\ `
\
5' INSIDE PROPERTY \� `
i-176 LINE
4 ♦. \
�.C-2 �
1 � 1
BACKWASH
LAGOON I
SEE DETAIL
� 1
6
n 1 •
F •1 I
ALTITUDE \�
- VALVE ■0 c �\
k VAULT
I \I
'METER AERATION 1
VAULT TANK
r
FEE_
1
8 pal PIPE \
HIGH
6" p�1 PIPE ERVICE•\
PUMPS
126
SILT FENCE
SEE DETAIL

FV1 G. '
March 31, 1998
MEMORANDUM.
To; Dennis Ramsey, Unit Head
Non -discharge Branch
From: Ken Averitt�
Fayetteville Regional Bice
Subject: Application No. WQ0015068
Robeson County, County -wide water System
near St. Pawls, Robeson County
Please find attached the regional office staff report and recommendation concerning the subject
non -discharge facility off Highway 20 near St. Pauls.
If you have questions or if this office can,be of assistance, please advise.
KLA/ka
attachment
•

To: Permits and Engineering Unit
Water Quality Section
Attention:Michael All n
Date: March 31, 1998
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Robeson
Permit No.WQ0015068
PART I - GENERAL INFORMATION
1. Facility and Address:
County of Robeson
Robeson County County Wide
Water System
701 North Elm St.
Lumberton, N.C. 28358
2. Date of Investigation: March 26, 1998
3. Report Prepared by: Ken Averitte, ET, FRO
4. Persons Contacted and Telephone Number: Contact is
Mr. Willie Best
County Manager
910-671-3022
5. Directions to Site: The well and treatment facility is
located off Highway 20, on the
north side of the road, 2.5 miles
west of Interstate 95.
6. Size (land available for expansion and upgrading):
site includes approximately 5.5 acres. The production well,le
the water. treatment facilities, elevated storage tank, and
the disposal system are all situated on this site.
7. Topography (relationship to 100 year flood plain included):
nearly flat
Attach a U.S.G.S. map extract and indicate facility site.
'U.S.G.S. Quad No.: U.S.G.S.
Quad Name:
_H 2� SF _Kenn rt .
Latitude: Longitude:
34 dr 79 decx.01 min.09 SPr�_

81 Any, buffer conflicts with location of nearest dwelling.
and water supply well?
Yes .No_X_ If Yes, explain:
.9. ..Watershed.S.tream Basin Information:Black Branch .
a. Watershed Classification: C-Swp
b. River.Basin,and Subbasin No.:030753
C. Distance to surface 'water from disposal system:
>500 feet
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS'
1. a. Volume .0082 MGD '(Design Capacity) average
(30, 000 "gal/flush,. two c' a weekly)..
Residuals: n/a tons per year
b. Types and quantities of industrial wastewater:n/a
c. Pretreatment Program"(POTWs only):n/a
in development n/a approved n/a
should be required n/a 'not needed r/a.
2. Treatment Facilities
.a. What is the current permitted capacity of the
facility? N/A
b. What is the actual treatment capacity of the
current facility (design volume)? N/A .
C. Please provide a description'of existing or
substantially constructed wastewater treatment
facilities: N/A
d.. Please provide a description of proposed
wastewater treatment facilities:
The proposed'wastewater treatment facility
includes a 70' x 701. infiltration basin. Well
water for the Robeson County -County -wide water
system will.be filtered and aerated, usually for
iron removal, prior to being pumped into the
.elevated storage tank. Plans indicate that the
filter will require backwashing twice weekly, with.
Non -Discharge Permit Staff Report
Version 10/92
Page 2

3.
4.
an estimated volume of 30,000 gal/flush.'According
to information provided by GeoTechnologies, Inc.,
the deeper subsoils at the site(below 8-10 ft.)
consist of cleaner, more uniformly graded and
permeable' "slightly silty sand." It is 'their
recommendation that the overburden be removed down
to this level or below and the pit refilled to
design depth using clean permeable sand as
backf ill. Finished bottom depth in the basin is
approximately one foot below natural grade, with a
three foot high berm around the excavation.
Residuals handling and utilization/disposal scheme: n/a
a. If Residuals are being land applied, please
specify DWQ_permit no. N/A
Residual Contractor n/a
Telephone Number:
b. Residuals stabilization: PSRP n/_ a
PFRP_ f a Other--n/a
C. Landfill:n/a
d. Other disposal/utilization scheme (Specify):. n/a
Treatment plant classification (attach completed
rating sheet): I
5. SIC Code (s): 4941
Wastewater Code(s) of actual wastewater, not particular
facilities i.e., non -contact cooling water discharge
from a metal plating company would be 14, not 56.
Primary 22 Secondary
Main Treatment Unit -Code: 32004
Non -Discharge Permit Staff Report
Version 10/92
Page 3

ART III - OTHER PERTINENT INFORMATION
Is this facility being constructed with Construction
Grant Funds .(municipals only)? n/a
Special monitoring requests: none
Important SOC, JOC or Compliance Schedule dates (please
indicate):n/a
dig
Submission of Plans and Specifications n / a
Begin Construction
Complete Construction
4. .Other Special Items: This facility, like.'the others in
the Robeson. County-' System, is essentially a large
injection well, returning iron to' the groundwater
source., (There are several such systems.in the County.)
Based on the report provided by the geotechnical
firm, 'it is- conceivable that the " system could work as
designed if installed with clean, permeable backfill
into a rapidly permeable soil. The soils report
indicated a reasonably permeable soil was found at or
below ten feet -and 'suggested that the site would be
sufficient 'for the intended use.:On the day.of our site
visit, we hand augered an eight foot hole through mixed
soils, cosisting mostly of sandy clays and silty sands.
Surprisingly, very little water was found in the hole,
even after one of the wettest periods on record and in
a topographic depression-. This suggests that the site
may be..better drained than indicated in the report.
However, there have been failures in at. least two of
these systems,'necessitatirig-a NPDES permit for each.
Non -Discharge -Permit Staff Report
Version 10/92
Page 4

h
ZT IV - EVALUATION AND RECOMMENDATIONS
It is the recommendation of this office that
olication No. WQ0015068 be processed and the appropriate
rmit issued, after satisfactory review by the- non -
discharge permits group. This permit should advise the
applicant of potential liability for unpermitted discharges'
and include a condition requiring that the applicant take
immediate action to obtain a NPDES permit should the.system
be unable to adequately dispose of the backflush water. .
Signature of Report Preparer
/1
Water Quality Re�g'onal Supervisor
Date
Non -Discharge Permit Staff Report
Version 10/92
Page 5

i - - - --- - - - 79 0 00'
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m

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
N.C. Dom. 01ir
MEMORANDUM S NATURZ AL RLi s- OURCRIS
TO: � �c�-rr, %ta r�Q pm 19 1998
r r ' Regional Office
nn 1315`fS'.�f5 �F i'fi4` RR 9Ii1TC! G91 �a$itlEilj
FROM: :'��'1'�u REQ15AL Ofgq
SUBJECT: Application for Permit Renewal,
PermitAmendnrent RECLMIVED
�Nery Permit
Repair/Alteration of Exist. Disposal System [DEHJ
Facility Name: _ of �fC� ble sy�� � 011:10E
County:
Type of Project: �� w0S AOOn
APPLICABLE PERMIT NO.s: WQ OQ J 5- D 6 GW '7 8 3. 9
DEH A to C
EPA (CONST. GRANTS) UIC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET NIE KNOW.
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
b- The Groundwater Section received two (2) copies of the referenced permit application. One copy of the application
documents we received is attached.
Please review the applicatio aterials or co eteness. If you feel additional information is necessary, please let
me know no later than 1i r�l , �($ A copy of any formal request for additional information will be
forwarded to you.
If yo o not �j ced any dditional information to complete your review, please provide your final comments by
. If you request and/or receive additional information, your final comments are due
no la s after you receive the additional information.
\TRANS.SHL (rev. 1/21/98)

a
i
�4v - 9V__
State of North Carolina ' '' _'r•
Department of Environment, Health; and Natural Resources
Division of Environmental Managementrtpo�,i..;ti
Non -Discharge Permit Application J_�' NATURAL
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
RECYCLE FACILITIES
INFILTRATION LAGOON r
I. GENERAL INFORMATION:<GR�YL�E HFuid�l� �FEE��
1. Applicant (corporation, individual, or other): County of Robeson
2. Print Owners or Signing Official's .Name and Title (the person who is legally
responsible for the facility and its compliance): Willie A. Best
County Manager
3. Mailing Address: 701 North Elm St.
City: Lumberton State: N-C. Zip: 28358
Telephone No.: 910 ) 671-3022
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Robeson County County -Wide Water System, Phase IV - N.C. 20 site -
Backwash Lagoon
S. Application Date: February 26; 1998 6. Fee Submitted: $ 400.00
7. County where project is located: Robeson
8. Latitude: 34149' 51" ; Longitude 79'01' 09" of recycle facility location
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): Vy Q 00 1 S b(a g
2. Specify whether project is: ' X new; renewal*; modification.
*If. renewal, complete only sections I, II, III, & applicant signature
(on pg.6). Submit only pgs. 1, 2, 6 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is X public or private.
FORM: RFAC 4/91 Page 1 of 7

e RECYCLE FACILITIES `~
1 PAGE 2 (4/91)
IIL INFORMATION ON WASTEWATER:
1. Nature of Wastewater: % Domestic; % Commercial;
100 % Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Filter backwash
3. Volume of recycle water generated by this project: 8200 gallons per day
4. Explanation of how recycle water volume was determined: 127 sq. ft. of
filters backwashed twice a week
5. Brief project description: an infiltration lagoon to dispose of backwash
from a well treatment facility.
IV. DESIGN INFORMATION
1. Provide a brief•listing of the components of the recycle facilities, including dimensions,
capacities, and detention times of tanks, pumping facilities, high water alarms, filters,
ponds, lagoons, etc.: Lagoon is 5 ft. deep, with a bottom area of 4900 s.f.
bottom elev. = 174 0', maximum water level = 177.0', top elev. = 179.01,
total volume = 240,000 gals., useable volume = 130,000 orals.
2. Name of closest downslope surface waters: N/A
3. Classification of closest downslope surface waters:
(as established
by the Environmental Management Commission & specified on page 4 of this
application). Power is not required.
4. If a power failure at the facility could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Wastewater treatment is not dependent on
power. The production of wastewater is dependent on power.
5. The facilities must conform to the following buffers (and all other applicable buffers):
a) 400 feet between a lagoon and any residence under separate ownership;
b) 100 feet between a surface sand filter and any residence under separate ownership;
c) 100 feet between recycle facilities and a water supply source;
d) 50.feet between the recycle facilities and property lines;
2 of 7

``CYCLE FACILITIES
PAGE 3 (4/91)
6. If any of the buffers specified in no. 5 above are not being met, please explain how the
proposed buffers will provide equal or better protection of the Waters of the State with
no increased potential for nuisance conditions:
7. Are any components of the recycle facility located within the 100-year flood plain?
yes; x no. If yes, briefly describe the protective measures being taken to protect
against flooding.
THIS APPLICATION PACKAGE WILL; NOT BE ACCEPTED BY THE
DIVISION.OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 211.0205(c)(5).
C. Five sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a site map which
indicates where any borings or hand auger samples were taken, along with buffers,
structures, and property lines. Each sheet of the plans and the first page of the specifications
must be signed- and sealed.
d. For industrial wastewater; a complete chemical analysis of the typical wastewater
must be provided. The analysis may include, but shall not be limited to, Total Organic
Carbon, BOD, COD, Chlorides, Phosphorus, Nitrates, Phenol, Total Trihalomethanes, -
TCLP analysis, Total Halogenated Compounds, Total Coliforms, and Total Dissolved
Solids.
e. If lagoons are a part of the facilities and the recycle water is industrial, provide a
hydrogeologic description of the subsurface to a depth of 20 feet or bedrock, whichever is
less. The number of borings shall be sufficient to define the following for the area
underlying each major soil type at the site: significant changes in lithology, the vertical
permeability of the unsaturated zone, the hydraulic conductivity of the saturated zone, and
the depth of the mean seasonal high water table.
f. Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be
submitted as a part of the specifications ;which are signed and sealed by a North Carolina
Professional. Engineer. Although certain portions of this required submittal must be
developed by other professionals, inclusion of these materials under the signature and seal
of a North Carolina Professional Engineer signifies that he has reviewed this material and
has judged it to be consistent with his proposed design. -
g. Five copies of the existing permit if a renewal or a modification.
3 of 7

RECYCLE FACII.=S
PAGE 4 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to -
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management, Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
Applicant (corporation, individual, or other):
2. Name and Complete Address of Engineering Firm:
City:
Telephone -No.
3 . Project Name:
4. Storage Facility Volume:
S tate:
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date:
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date):
4of7
Zip:
gallons

4
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfrn Place
P O Box 1507
3800 Barrett Dr., Suite 101.
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919f133-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan' Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville . Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
.Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabamrs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland'
Iredell Cleveland -
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919f761-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
5 of 7

Name and Complete Address of Engineering Firm:
RECYCLE FACILITIES
PAGE 6 (4/91) +`
Koonce, Noble & Assoc., Inc.
P.O. BOX 1027
City: Lumberton
Telephone No.
910-738-9376
Professional Engineer's Certification:
State:
N.C.
Zip:
28359
j Samuel R. Noble, Jr. , attest that this application for Robeson County County -Wide
Water ystem, P ase IV- N.C.site
Backwash Lagoon has been reviewed by me and -is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer
Samuel R. Noble, Jr.
Seal and Signature (specify date):
Applicant's Certification:
I, Willie A. Best
N CA
10969
�l'• Fh'GIN��� .•°
, attest that this application for Robeson County
.County -Wide Water -System, Phase IV - N.C. 20 site - Backwash Lagoon
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. n
Signature
Date ` �Sg
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLIN.A 27626-0535
TELEPHONE NUMBER: 919/733-5083
6of7

L-REC,YCLE FACILITIES
PAGE 7 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
10,001 - 1,000,000 GPD "
Industrial
Domestic/Cooling Water
19001 - 10,000 GPD
Industrial
Domestic/Cooling Water
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
Sewer Extensions
(nondelegated)
Sewer Extensions.
(delegated)
$400
$400
$400
$400
- $240
$400
$400
$400
$200'
$300
$300
$250
$250
$200
$200
$120
$250
$250
0
0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
7ofT

`= e b . 19 ' S7 14: 04 0000 BILL WEIAj C Z 5 -p
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section ks.a3 s
P.O. Box 29578 - Raleigh, N.C. 27626-0578 !��
Phone [phone]
WELL CONSTRUCTION RECORD
wQ ���&6
P. 1
Well 29
,�».
DRILLING CONTRACTOR: Sill's Well Driil>no__Co. , nc. �-- - r -
STATEmy
WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 106 PERMIT NUMBER: 77 =0 2 8 0 -WS -0 2 Z 3
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: St: Pawls Gall 6� 9- - County: Robeson
t-
Hwv 20� 3'Jmiles=West Qf I'=y5 DEPTH DRILLING LOG
(Road, CorrmmunRy, or Subdivision and Lot No.)"'
2. OWNER Robeson County County -Wide Water System From To Formation Dewr)ptlon
ADDRESS.._ 701 N. Elm treat 0 1 TQtani 1
(Street or Route No.) 1 in Orn r1 ayy_
Ltlm -r on NC 28358 in ?? yo1.1 rnw Sand
City or Town State Zip Code ?9 24 Yp1 1 nw r1 av
S. DATE DRILLED 2-3-07-USE OF WELL. -P+lbl i c ?Q 39 -Yp11 nw _nand
4. TOTAL DEPTH 133'
5. CUTTINGS COLLECTED YES ❑ NO® 35 a7 hl acl Gana . Rtreakg of
6. DOES WELL REPLACE EXISTING WELL? YES NO X hl a.�1aY
7. STATIC WATER LEVEL Below Top of Casing: 6 FT. 47 RF R1 arkc ^i ayz
(Use "*"if Above Top of Casing) c 1; 1.15 f'r;;y aanr , s: Zaak'g n f
8. TOP OF CASING IS 2 FT. Above Land Surface• rlaX & world
Casing Terminated at/or b-wow land surface Is Illegal unless a variance Is issued 1'9;
1355
3F r-1a1-
In accordance with 16A NCAC 2C .0118 '
9. YIELD (gpm)- 1000 METHOD OF TEST s ,.�ci
10. WATER ZONES (depth): 7n' - 1 9g'
11. CHLORINATION: Type R 14 Amount
12. CASING:
Wall Thickness
Depth Diameter or Wgight/FL Material
From 0 To - 0 Ft. - 375 GtP-1
Fromm To - 70 Ft. .175 -- C;t,'Rt=1-
From _129---To 131 Ft. 1 ?" '479
13. GROUT:
Depth Material Method
From 0 To —50 Ft. sPfi nt z ''
From ... To Ft.
14. SCREEN:
u
If additional space Is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
- Roads, or other map reference points)
Depth " Diameter Slot Size ' Material From 70 To 1 2_9 Ft 12 in. E.D in. Stain 1 Qp steel
From To Ft. in, in.
From To Ft. in. in.
15. SAND/GRAVEL PACK: ,
Depth Size
From To 135 Ft. = 4
r
From- To Ft.
16. REMARKS:
Material
7raV _1
=_ 96
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WiTH ISA NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS ESEN PROVIDED TO THE WELL OWNER

TEL 919-4ee-3667 P. 1
Feb. 19 ' 97 14:11 E000 BILL WELL DRILL _-
—---- _,-, ._ .. . —- __
NORTH CAROL.INA
DEPARTMENT OF ENVIRONMENT, HEALTH. & NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
P.O. BOX 27687 - RALEIGH, N.C. 27611 WELL #29
PUM ING TEST [phone]
RECORD , 1 ; rn _ T„d ,e11 Construction, Permit. No. Z74Q29Q—ws-0223
Test Conducted by:
County: Rnhe r;r
? WELL LOCATION: Nearest Town: -
fiHwv.' -�95 Quadrangel No.
(Road No., Community, or`Su6dlivision and Lot No..) 701 N. Elm Street
r
C"ntmtV -,,,.,ry W1 r3., �.,��rar C•r�
2, OWNER:lbonn r
,.., Nartte Sm A dress
3. USE OF WELL: ( } Domestic (X) Public ( ) Industrial ( } Irrigation ( } Other
4. WELL DEPTH:133_ft. Casing Diameter 1Z_in. Casing type:
5. DRILLING CONTRACTOR
Bill s Weil Dri11inrr Co.--Inc-as casing grouted? Yea
:
6 ft•above top of casing.
6. STATIC WATER LEVEL: below
Date Measured:
2-12-97 Casing is ft. above land surface.
7. WELL YIELD: l000 gpm. Specific Capacity:___
1_81 _gpmlft.-dd.
8. PUMPING WATER LEVEL: 48 ft. after_-_ - hours at _ 1000 ,gpm.
9. CHLORINATION: Type FTH Amount s-1hs--
10. TIME AND DATE: PUMP STARTED: 10.15 a m 2-12-27 PUMP STOPPED: 10.15 a_m_ -�3i97
,� r•_ ma=P - FLOW MEASURING DEVICE: Pt -
11. WATER.LEVEL MEASURING DEVICE:
12. TEST PUMP: Type TU bine Make wort ,incg`nn -- Horse Power 60
Capacity 1330 gpm at _ Rn T 0 H. Intake Depth_ 6a_ ft.
Time
Water
Pumping
_ •-
RemarKs
Level
Rate
1
6,
000
'
1000
Sand Test '
'
1000
1
30'
1000
10. 9
31,
'00
10-21
4'
1000
1 ,
3a'
10.23
35,
1000
10:24
35'
1000
1
36,
i Ow
^6,
0
,A ,
innn
GW-40 Revised I/90 Sui:,nit one copy to tl a c, , idwater Section aria one ro use uwli "-

BFL_ DELL DRILL
TEL [phone] P. 2
Feb:19 197 14:06 E©©©
• 3
Pumping Test Record
Continued
Rnhw-qnn County Countv--4ide Water Svstem Well :V9
Time
Water
Level
Pumping
Rate
Remarks
10:40 a.m.
39'
1000 qpff
10:45
39'
1000
10:50
40'
1000
10:55
40'
1000
11:00
41'
1000
11:05
41'
1000
. 1
41 1
11:15
4t2'
1000
11:30
43'
1000
11:45
43'
1000
12:00 p.m.
43'
1000
12:15
44'
1000
12:45
44'
1000
1:15
44'
1000
1.4
45'
1000
2:15
46'
100
3:15
461
1000
4:13
46'
1000
Sand Test
5115
46'
1000
6-1
7'
1000
7:15
477
1000
8.15
47'
100
9:
10:15
48'
1000
.Sand Test
11:15
.48'
1000
12:15 a.m.
48'
1000
GW-40 Revised 1/90 Suimit one copy to the Groundwater Section and one to the owner.

' Feb.19 197 14:06
0000 BILL WELL DR!" TEL [phone]
pumpiaE Test Record
Continued
P.
3
tobeson County
County -Wide
Water
Level
Water 5y8te:n
Pumping
Rate
Remarks
Time
1:15 a.m.
48'
1000
2: 5
Op
00
3:15
48'
46'
1000
1000
3 4 Sand Test
4:15 -
5:15
48'
1000
6:1
48'
1000
7:15
48'
1000
8:15
48'
1000
9:15
48'
1000
10:15
48'
1000
Water Analysis/Finish Sand
i0:16
24'
-0-
Recover
10:17
23'
-0-
10:18
22'
-0-
10:19
21'
-0-
10:20
20'
-0-
10:25
18'
- -
fir
10:30
17'
-0-
y
I :4
'
- -
11:00
15'
-0-
11:15
14'
-0-
11:30
13'
-0-
12:00 p.m.
12'
-0-
1:00
9'
-0-
2:00
7'
3:00
• 6'
- -
OW-40 Revised 1190 Sul3nit one copy to the Groundwater Section and one to the own`

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Map Number (Do not use Spaces):
21100100114
" � a
Owner Name (Last Name First Name):
_,. COUNTY OF ROBESON
Owner Name 2:
Deed Book:
Deed Page:
Owner Address: 701 N ELM ST
Owner State: NC
Owner Zip: 28358
Deeded Acres: 5.3
r
NBHD Code: 21I01
Land Value: 157500
Improvement Value: 125900
Phy Street Address: 2342 20 HWY
Legal Description: AC N/E SIDE HWY 20
Current Owner Id: 46904036
Owner Id: 46904036
Owner Address 2:
PIN: 939943352600
Date Sold: 20050101
�ti + ✓ N.-
i` ., •_ ;, r -l`. .f,� ,. 5� r"< � ... �'(,�,� � �'f� � +'''��� District Code: 17
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