WQ0009882_Permit (Issuance)_19941110

State of North Crolina
Departmenr of Environment,
-Health arid Njttural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Zral.
EDEHN1=1
November 10, 1994
�..,
The Honorable Norman F. Lewis, Mayor
Town of Lillington NOV 1 7 1594
P.O. Box 296
Lillington, N.C. 27546-0296 FA
Yc �. �.E -� ti
e,�l(i t ��.��'..�. ���i=ICF
Subject: Permit No. WQ0009882
Town of Lillington
Edwards Brothers
Sewer Extension
Harnett County
Dear Mayor Lewis:
In accordance with your application received August 17, 1994, we are forwarding herewith Permit
No. WQ0009882 dated November 10, 1994, to the Town of Lillington for the construction and operation
of the subject wastewater collection extension. Please be advised that any increase in the flow over the
amount allowed by this permit will require that a permit amendment be requested and obtained prior to the
discharge into the sewers permitted herein.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
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, 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. Buzz Crosby at [phone].
Sincerely,
6
A. Pres
cc: Harnett County Health Department
Fayetteville Regional Office
McKim and Creed Engineers
Howard, fr., P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Lillington
Harnett County
FOR THE
construction and operation of approximately 550 linear feet of 8-inch gravity sewer to serve Edwards
Brothers and the discharge of 7,298 GPD of collected domestic and industrial wastewater into the Town of
Lillington's existing sewerage system, pursuant to the application received August 17, 1994, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Lillington
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 Environmental Management 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.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State. --
1

7. 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. 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.
11. 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 as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number 910-
486-4874 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 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.
Permit issued this the loth day of November, 1994
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
c
crr
c
A. Preston - oward, Jr., P.E. Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0009882
2

permit No. WQ0009882
November 10, 1994
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee 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 Registration No.
Date

B
t
MEMO TO: State Review Group Division of Environmental
/ Management
FROM: Ricky Revels I? Fayetteville Regional
Environmental Technician IV Office
SUBJECT: Procedure Four (4) 10/11/94
WQ0009882 (Revised) Date
Edwards Brothers
Sewer Extension -Public
Town of Lillington
Harnett County
State Review Group Review
Engineer Buzz Crosby
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Lillington Wastewater Treatment Plant
2) WWTP design capacity .600 MGD
3) NPDES Permit No.: NC0021636 Expiration Date: 3/31196
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 7/93
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 6,400 GPD
domestic 25% ; industrial 75% ; other commercial
6) Volume from previously approved projects not yet tributary to
WWTP 72,500 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

ok[^88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
O8/24/94
PACE i
PERMIT--NC002i636 PIPE --Oh REPORT PERIOD, 9307-9406 LOC---E
FACILITY--LILLINCTON WWTP, TOWN OF DESIGN FLOW-- .6000 CLA%%--3
LOCATION--LILLINGTUN REGION/COUNTY--06 HARNETT
50050 00310 00530 00610 0616 50060 00300 TGE6C
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO FTHD24PF
LIMIT F .4800 F 30.00 F 9O.0 NOL NOL NOL
93/07 .3410 2.55 6.0 i.0O 11.85 2
LIMIT F .4800 F 30.00 F 90.0 NOL F 200.0 NOL NOL
93/08 .2438 3.96 7.5 .43 2228.OF .002 i0.0O
93/09 .3452 13.30 17.5 .35 238.5F .030 7.38 2
LIMIT F .6000 F i2.00 F 30.0 F 2.00 F 200.0 NOL NOL
9300 .3324 16.66F 0.2 .75 i02.5 .062 6.52
LIMIT F .6000 F 24.00 F 30.0 F 4.00 F 200.0 . NOL NOL
93/11 i2.60 8.4 3.85 10.8 .014 8.05 2
9302 8.27 13.4 i.90 54.5 .006 9.i6
94/Oi .4970 ii.34 i\.5 494.3F .020 9.37 2
94/02 .502 22.90 i7.i 983.2F 4.000 8.84 2
94/03 .050 13.16 0.3 i.57 93.9 .012 8.26 2
LIMIT F .6000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL
94/04 .4087 9.93 12.8 1.24 0.3 .016 7.66 i
.307 i5.24F i6.5 8.50F 347.0F .Oi3 7.0 2
94/06 .3i79 24.61F 28.8 16.57F 665.4F iO.000
AVERAGE .386i 12.87 15.1 3.i3 476.3 1.288 8.43 i
MAXIMUM .9779 63.70 0.5 27.50 170000.0 iO.000 12.50 2
MINIMUM .i80O 2.00 i.0 .20 .0 .00O 5.30 i
UNIT MGD MC/L MG/L MG/L 0000ML UC/L MC/L PA%%/FAI

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/24/94
PAGE 2
PERMIT--NC000636 PIPE--00i REPORT PERIOD: 9307-9406 LOC--- E
FACILITY--LILLINGTON WWTP, TOWN OF DESIGN FLOW-- .600O CLASS--3
LOCATION--LILLINGTON REGION/COUNTY--06 HARNETT
000i0 00095 00400 00600 00665 01827 0iO34 01042
MONTH TEMP CNDUCTVY PH TOTAL N PHO%-TOT CADMIUM CHROMIUM COPPER
LIMIT NOL 9.0 6.0 NOL
93/07 25.75 7.5-7.3
LIMIT NOL 9.0 6.0 NOL NOL
93/08 26.2O 7.4-7.0
93/89 25.40
LIMIT NOL 9.0 6.0 NOL NOL
93/iO 20.50 7.i-7.0
LIMIT NOL 9.0 6.0 NOL NOL
93/ii i8.io
93/i2 i3.54 7.0-6.9 9.929 i.O00O
LIMIT NOL 9.8 6.0 NOL NOL F .0020 NOL NOL
94/01 11.59 7.6-5.2F
LIMIT NOL 9.0 6.0 NOL NOL NOL NOL NOL
94/02 12.40 7.9-6.5
LIMIT NOL NOL 9.0 6.0 NOL NOL NOL NOL NOL
94/03 14.28 .2 7.8-5.4F 4.020 .8000 .0000 .0710 .0000
LIMIT NOL NOL 9.0 6.0 NOL NOL NOL NOL NOL
94/04 17.93 .3 7.7-7.3
94/05 19.38 .4 8.0-7.2
94/06
23.27
.5 7.9-7.2 2i.200 .7000 .0000 .0545 .00OO
AVERAGE 19.02 .3 ____ ii.716 .8333 .0000 .0627 .O080
MAXIMUM 28.00 8.000 2i.200 i.0000 _______ .000 '-------
MINIMUM 9.20 .i 5.200 4.020 .7000 ________ .0545 -------'
UNIT DEG.0 UMHD%/CM %U MG/L MG/L MG/L MG/L MG/L

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NCO021636 PIPE--OOi REPORT PERIOD: 9307-9406 LOC--- E
FACILITY--LILLINGTON WWTP, TOWN OF DESIGN FLOW-- .6000
LOCATION--LILLINGTON REGION/COUNTY--06 HARNETT
0iO5i Oi067 01092
MONTH LEAD NICKEL ZINC
LIMIT NOL NOL NOL
-94/Oi
94/02
94/03 .0000 .0000 .i8O0
LIMIT NOL NOL NOL
94/04
94/85
94/06 .0000 ` .0000 .460O
AVERAGE .0000
MAXIMUM
MINIMUM ________
UNIT MGM
.0000
MG/L
.32O0
.460O
.i8O0
M�/L

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management •
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN OXIGINAL)
GRAVITY SEWER EXTENSION
1. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ):
Town of Lillington
2. Print Owners or Signing Official's Name and Title (the person who is legally:
responsible for the facility and its compliance): Mayor Norman F. Lewis
3. Mailing Address: P.O. Box 296
City: Lillington
State: NC Zip:27546-0296
Telephone No.: ( 910 ) 8 9 3- 2 6 5 4
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Water and sewer extension to serve Edwards Brothers
5. Application Date: August 11, 1994
6. Fee Submitted: $ 400.00
7. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal*; X modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 N00071636 and issue date 02/01/94
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EX TENSION,
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 25 % Domestic; % Commercial;
75 % 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.:
Industrial
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: 57.5 PPM hydroquine
*See attached letter from Town of Lillington.
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility? -
No pre-treatment.
5. Volume of wastewater generated by this project: 6,400 gallons per day
6. Explanation of how wastewater volume was determined: Extrapolation of
historical records for existing plant adjacent to this addition
IV. DESIGN INFORMATION:
I . Brief project description' For the Town of Lillington, 550 LF 8" gravity
sewer to serve Edwards Brothers
aName of wastewater treatment facility receiving wastewater.
Wastewater Treatment Plant
_OP
ESS/0; •
SEAL �a
.. 19749 b. Engineer should provide statement of his evaluation of downstream sewers to
Town of Lillington
�r `-114i'
a. Facilitypermit no.: N00021636
accept the wastewater:
adequate
2 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
' III. 'INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 25 % Domestic; % Commercial;
75 % 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.:
Industrial
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: 57.5 PPM hydroquine
*See attached letter from Town of Lillington.
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
No pre-treatment.
5. Volume of wastewater generated by this project: 6,400 gallons per day
6. Explanation of how wastewater volume was determined:
Extrapolation. of
historical records for existing plant adjacent to this addition.
IV. DESIGN INFORMATION:
1. Brief project description' For the Town of Lillington, 550 LF 8" gravity
sewer to serve Edwards Brothers
2. Name of wastewater treatment facility receiving wastewater.
Wastewater Treatment Plant
Town of Lillington
(��// /%A7 (////. aa.Facilitypermit no.: NC0021636
"7 s LL
i
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: adequate
2 of 6

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
1. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of L i l l i n g t o n
2. Print Owners or Signing Official's Name and Title (the person`who is iegally ='
responsible for the facilityand its compliance): Mayor Norman F. Lewis
3. Mailing Address: P.O. Box 296
city Lillingtori State: NC Zip: 27546-0296
Telephone No.: ( 910 ) 8 9 3- 2 6 5 4
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Water and sewer extension to serve Edwards Brothers
5. Application Date: August 11, 1994 6. Fee Submitted: $ 400.00
7. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal*; X •modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 N00021636 and issue date 02/01 /94
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

'own of IIIlington
P.O. BOX 296 _
LILLINGTON, NORTH CAROLINA 2754¢ '�
PHONE: [phone] ;�. { ` t a
: ti l
• ��
September 21 , 1994�� gEP 29 1994
MAN
•
ENV
Mr. . Paul Rawls FAYET1Ed1LLE RED pE10E
Environmental Specialist
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
Wachovia Building, Suite 714
Fayetteville, North Carolina 28301-5043
Re: Application for Gravity Sewer Extension
Edwards Brother, Inc.
DEM Application No. WQ00098882
Dear Mr. Rawls:
In response to your letter dated September 9, 1994, the Town of
Lillington has further reviewed the issue of accepting wastewater
discharge from the Edwards Brothers, Inc., facility expansion.
Based upon this review, the following information has been
ascertained:
Wastewater from the proposed expansion
- Volume of wastewater is 6,400 gallons per day
- Edwards Brothers, Inc., proposed to discharge 800
pounds of hydroquine per year. This equates to 3.07
pounds per day utilizing a 260-day operating
schedule.
- The concentration of hydroquine leaving the new
facility expansion will be 57.5 parts per million.
Combined wastewater from existing facility and new
expansion
The volume of wastewater generated from both
facilities will be 12, 400 gallons per day.
3,000 pounds of hydroquine is currently discharged
from the existing plant each year. This amount,
coupled with the addition of 800 pounds per year
from the new facility, will provide a combined mass
of 14.6 pounds per day.
- The combined concentration of hydroquine will be 137
parts per million.
Concentration of hydroquine at the WWTP using the average
day for the past 12 months

- The average day for the past 12 months is .398 MG.
- The concentration of hydroquine contributed by
Edwards Brothers at the WWTP will be approximately
4.4 parts per million.
The concentration of hydroquine at the WWTP using the
minimum daily flow for the past 12 months
- The minimum daily flow at the WWTP for the past 12
months is .212 MG.
- The concentration of hydroquine, based upon the
minimum daily flow for the past 12 months is 8.3
parts per million.
For concentrations of hydroquine between 10 and 100 parts per
million, the EPA database indicates that wastewater plants can
achieve a 99.9% removal utilizing activated sludge technology.
Given this information, coupled with the ongoing toxicity study
being conducted by McKim & Creed Engineers, PA, I believe that
the addition of this service from Edwards Brothers, Inc., will
not adversely affect the treatment efficiency or further degrade
existing toxicity levels at the wastewater treatment plant.
Sincerely,
deleAl ItOW'
F.E. Isenhour,
Town Manager
cc: C.T. Clayton, McKim & Creed
Buzz Crosby, DEM, Raleigh Office

0'9116/1984 09:24 9197908273
TRIANGLE ENVIR. INC.
PAGE 02
:EL Treatabllity Database
1S NO.: 123-31-9
Ver No. 3.0
HYDROQUINONE
09/15/94
or et
IMPOUND TYPE: PHENOLIC,
)RMULA: C5 H6 02
3EMICAL AND PHYSICAL PROPERTIES
MOLECULAM WEIGHT: 110.11
MELTING POINT (C): 170 TO 17
BOILING POINT (C): 285 TO 28
VAPOR PRESSURE @ T(C), TORR:
SOLUBILITY IN WATER 4 T(C),
LOG OCTANOL/WATER PARTITION
HENRY'S LAW CONSTANT, ATM x
NVIRONMENTAL DATA
1
7
4 @ 150
MG/L: / E 4 4 25
COEFFICIENT: 0.59
M3 MOLE-1:
CHRONIC NONCARCINOGENIC SYSTEMIC TOXICITY
RISK ESTIMATES FOR CARCINOGENS
DRINKING WATER HEALTH.ADVISORIES/STANDARDS
WATER QUALITY CRITERIA
AQUATIC TOXICITY DATABASE
E&EUNDLICH ISOTHERM DATA
,DSORBENT
'ILTRASORB 300
MATRIX
REF.
462A
462A
462A
463A
463A
16NA
`REF.
NA
'NA
NA
5B
Ce X/M
K 1/N UNITS UNITS REF.
C 90 0.25 mg/L mg/gm 3B

0g/16/1934 09:24 9197908273
TRIANGLE ENVIR. INC. PAGE 03
TECHNOLOGY
RREL Treatability Database Ver. Na. 3.0 09/15/94
HYDROQUINONE vi
CAS NO.. 123-31-9
INFLUENT CONCENTRATION - >10-100 mg/L
EFFLUENT
MATRIX SIC SCALE CONCENTRATION PERCENT REFERENCE
CODE ( ug/L ) REMOVAL
%s q B1 100 99.90 970D ---
TECHNOLOGY
INFLUENT CONCENTRATION - >100-1000 mg/L
EFFLUENT
MATRIX SIC SCALE CONCENTRATION PERCENT REFERENCE
CODE ( mg/L ) REMOVAL
AS s B2 <0.28 >99.90
AS s Bl 28 93.1
970D ---
970D ---

384 Handbook of Toxic and Hazardous Chemicals
References
(1) National Institute for Occupational Safety and Health, Criteria for a Recommended
Standard: Occupational Exposure to Hydrogen Sulfide, NIOSH Doc. No. 77-158
(1977).
(2) U.S. Environmental Protection Agency, Hydrogen Sulfide, Health and Environmental
Effects Profile No. 118, Office of Solid Waste, Washington, DC (April 30, 1980),
HYDROQUINONE
Description: C6H4(OH)2, hydroquinone, exists as colorless, hexagonal
prisms. It melts at 165°C.
Code Numbers: CAS 123-31-9 RTECS MX3500000 UN 2662
DOT Designation: —
Synonyms: Quinol, hydroquinol, p-diphenol, hydrochinone, dihydroxy- �.
benzene, p-dihydroxybenzene, p-hydroxyphenol, 1,4-benzenediol.
Potential Exposure: Hydroquinone is a reducing agent and is used as a photo-
graphic developer and as an antioxidant or stabilizer for certain materials which
polymerize in the presence of oxidizing agents. Many of its derivatives are used
as bacteriostatic agents, and others, particularly 2,5-bis(ethyleneimino) hydro-
quinone, have been reported to be good antimitotic and tumor -inhibiting agents.
Incompatibilities: Strong oxidizers.
Permissible Exposure Limits in Air: The Federal standard is 2 mg/m3. The Y.h
tentative STEL value is 4 mg/m3. The IDLH level is 200 mg/m3.
Determination in Air: Collection on a filter, workup with acid, analysis by
high pressure liquid chromatography. See NIOSH Methods, Set 2. See also
reference (A-10). A colorimetric method may also be used (A-23).
Permissible Concentration in Water: No criteria set.
Route of Entry: Inhalation of dust, ingestion, eye and skin contact. y .'
Harmful Effects and Symptoms: Local — The dust is a mild primary irritant. }Y
Skin sensitization to the dry solid is very rare but does occur on occasion from
contact with its alkaline solutions. The skin may be depigmented by repeated
applications of ointments of hydroquinone, but this virtually never occurs from
contact with dust or dilute water solutions. Following prolonged exposure to
elevated dust levels, brownish conjunctiva stains may appear. These may be .7
followed by corneal opacities and structural changes in the cornea which may
lead to Toss of visual acuity. The early pigmentary stains are reversible, while the
corneal changes tend to be progressive.
Systemic — Oral ingestion of large quantities of hydroquinone may produce
blurred speech, tinnitus, tremors, sense of suffocation, vomiting, muscular
twitching, headache, convulsions, dyspnea and cyanosis from methemoglob-
inemia, and coma and collapse from respiratory failure. The urine is usually.
green or brownish green. No systemic symptoms have been found following
inhalation of hydroquinone dust.
Points of Attack: Eyes, respiratory system, skin, central nervous system.
Medical Surveillance: Careful examination of the eyes, including visual
acuity and slit Tamp examinations, should be carried out in preplacement and
periodic er
excreted in
worker exp
First Ai
minutes du
breathes in
at once. H
large quart
person vorr
Person
or prolon
eye cons:
promptly
daily if -it
containin'
Respir
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scrub to
Referenc
(1) Natior
Sta
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Desc
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DO1
Syn
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acrylic
produc
Pert
as of �'
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Pet
Ha
cause

a ' a
221:724 MANAGING DATA, REPORTING, AND RECORDKEEPING
}
Substance
CAS No.
Special
exemp-
tions
Effective
date
Ethene, tetrachloro- 127-18-4 »»_.._- . - r
Ethene,(2-chloroethoxy)- ......».. 110-75-8 ._»......... »»... 03/07/86
Ethyl acrylate — 2-Propenoic acid, ethyl ester 140-88-5 .._... 04/18/89 . -
Ethylbenzene.. 100-41-4 06/19/87..
Ethylene(5,6-dibromonorbornane-2,8-diearboximide...».. 41291.34-3 ----- 01/11/90
Ethylene bisoxyethylene diacetate — Ethanol, 2,2'-(1,2-
ethpnediylbie(oxy)]bia-, diacetate 111-21-7 .. 01/18/84 ' .
Ethylene bis(pentabromophenoxide).. 61262-53-1 01/11/90' ,
Ethylene Bis-(tetrabromophthalimide)_.. _ 32588-76-4 »»»»..».-.._01/11/90
2-Ethylhexanoic acid — Hexanoic acid, 2-ethyl-.............. 149-57-5 ..»»._ 06/28/84 _
Formamide.. 75-12-7 ---- 10/04/82
2-Furancarboxaldehyde _ .......»»» _ »» 127-18-4 ..»».». 06/01/87__'
Hexabromocyclododecane».».....».»».__» »... » -.... 116319 6 .... ._».._.... 01/11 .90 i"
Hexachloro-1,3-butadiene — 1,3,-Butadiene, 1,1,2,3,4,4s
hxachloro-»._» — 87-68-3 .»»._....»....» 10/04/82
Hexachlorocyclopentadiene — 1,3-Cyclopentadiene,
1,2,3,4,5,5-hexachloro- _ »..»...... 77-474 10./01/82:
1,2,3,4,7,7-Hexachloronorbornadiene — Bi » » *-' '
. cyclo(22.1]hepta-2,5-diene, 1,2,3,4,7,7-hxachloro- 8389-71-7 01/13/84r ,
Hexane,1,6-diisocyanato- » _ 822-06-0 •06/01/87
Hexane,1,6-diisocyanato-2,2,4-trimethyl- ..............».......». 16938-22-0 06/01/87.,
Hexane,1,6diieocyanato-2,4,4-trimethyl-:_ 15646-96-5 06/01/87, .
Hexanedinitrile .... 111-69-3 06/01/87. ,_
1-Hexanol, 2-ethyl- 104-76-7 06/01/87,. ,
Hydrazine, l,1diphenyl- 530-50-7 06/01/87; , •
Hydrazine,1,2-diphenyl- ... _ _ 122-66-7 06/01/87
Hydroperoxide, 1-methyl-l-phenylethyl 80-15-9 03/07/86 . !;
Hydroquinone — 1,4-Benzenediol _._ _... » ...» 128-31-9--,...........».. 10/04/84
Imidazolium compounds, 4,5-dihydro-l-methyl-2-
nortallow alkyl-1-(2-tallow amidoethyl), Me sulfates. 68122-86-1 ..._. 06/20/88
Isocyanic acid, polymethylene polyphenylene ester 9016-87-9 06/01/87.
Isocyanic acid, trimethylcyclohexylester _ 32052-51-0 06/01/87
Iaophorone 2-Cyclohexene-lone, 3,5,5-trimethyl- 78-59-1 ..... 10/04/82
Isopropyl biphenyl — 1,1'-Biphenyl, (1-methylethyl)-25640-78-2 _...»... 06/28/84
Isopropyl phenol — Phenol, (1-methylethyl)- 25168-06-3 04/13/89
8(2H)-lsothiazolone, 2-octyl- 26530-20-1 _».. ....» 06/01/87 .
3(2H)Isoxazolone, 5-(aminomethyl) - 2763-96 4 .»..._...»»...» 03/07/86
Lead naphthenate — Naphthenic acids, lead salts 61790-14-5 ..».... 07/01/83
Maleic anhydride - 2,5-Furandione.._.._ 108-31-6 09/10/84
Mercaptobenzothiazole — 2(3H)- Benzothiazole-
thione__._.»..__»»» 149-304 12/28/84
Mesityl oxide — 3-Penten-2-one, 4-methyl- ........ ...»..»».... 141-79-7 10/04/82
Methallyl 2-nitrophenyl ether — Benzene, 14(2-methyl-
2-propenyl) oxy]-2-nitro- 13414-54-5 02/13/84
Methane, bromo-....»._.. 74-83-9 06/01/87.
Methane, bromochloro- _. 74-97-5 06/01/87
Methane, bromodichloro- ...._... 75-27-4 06/01/87
Methane, dibromo-. _ - •• 74-95-3 06/01/87
Methane, dibromochloro•-------- ... ........ »»......_. 124-48-1 .... 06/01/87 -
Methane, dimethoxy--.»»..... .... 109-87-5 06/01/87 ;
Methane, tribromo- _ _ _ ._.- »_ 75-25-2 06/01/87 :'
1-Methbxy-2-propanol — 2-Propanol, 1-methoxy- 107-98-2 04/13/89 :'
Methylene chloride — Methane, dichloro- »»»._.. 75-09-2 10/04/82 1'
Methyl ethyl ketone — 2-Butanone..._ ...» »»._ 78-93-3 10/04/82 -. :l',
Methyl isobutyl ketone — 2-Pentanone, 4-methyl-.......... 108-10-1 ._...» 10/04/82 ,1'
Methyl methacrylate — 2-Propenoic add, 2-methyl-,
methyl ester 80-62-6 04/13/89
Methylolurea _ Urea, (hydroxymethyl)- 1000-82-4 07/01/83
Methylpyridine — Pyridine, methyl- _. 1333-41 -1 ....».._ 09/10/84
10-18-90 Chemical Substances Control
0271-1478/90/10+.50
:►,
-1
ryT
,'1
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9',

ENGINEERS
SURVEYORS
ARCHITECTS
PLANNERS
SUITE 117
BUILDING I
5625 DILLARD ROAD
CARY, NC 27511
PHONE [phone]
FAX [phone]
MCKIM&CREED
September 27, 1994
Mr. Paul E. Rawls
Environmental Specialist
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
Wachovia Building, Suite 714
Fayetteville, North Carolina 28301-5043
RE: Application for Gravity Sewer Extension
Edwards Brothers, Inc.
DEM Application No. WQ0009882
M&C 0939-0003.OR(03)
Dear Mr. Rawls:
Please find enclosed the following information for your review:
One copy of the revised gravity sewer extension application
Letter from the Town of Lillington addressing the Town's ability to treat
proposed discharges from the Edwards Brothers expansion
Four chemical data sheets
Based upon additional information provided by Edwards Brothers, Inc., along with
historical flow data from the Town of Lillington, the following revisions have
been made to the gravity sewer extension application:
The new facility will generate about 6,400 per day of wastewater, 25% of
which will be domestic in nature. The remaining 75% will be industrial.
The new expansion will dispose of 800 pounds of hydroquine per year.
This equates to 3.07 pounds per day (260 operating days). Therefore, the
concentration leaving the new addition will be 57.5 parts per million.
q:10939100031031092794h81.mpa

Mr. Paul E. Rawls
September 27, 1994
Page 2
If you should have any further questions during the course of your review, please
contact this office at your convenience.
Sincerely,
MCKIM & CREED ENGINEERS, P.A.
rry`Hodge, P.E.
Project Manager
MPA/jlhb
Enclosures
cc: F. E. Isenhour, Jr., Town of Lillington
Bu77 Crosby (3 copies of the revised Sheet No. 2 signed and sealed)
q:10939100031031092 794hb 1. mpa
kMcKIM&CREED

State of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Andrew McCall, Regional Manager
A/74:11•7,0A
E) NFl
DIVISION OF ENVIRONMENTAL MANAGEMENT
September 9, 1994
Mr. F.E. Isenhour, Jr., Town Manager
Town of Lillington
Post Office Box 296
Lillington, North Carolina 27546
Subject: Application for Gravity Sewer. Extension
Edwards Brothers
Application No. WQ0009882
Harnett County
Dear Mr. Isenhour:
This office has received the subject application and the
following information should be provided to complete the review
process. The application indicates that the flow is 100%
industrial. The flow requested appears to be based on the
calculation 170 employees x 25 gpd resulting in requested 4,250
gpd. This type calculation is normally associated with 100%
domestic waste. Please clarify if the requested flow will be
industrial or domestic waste originating at the industrial
facility. The application also indicates that the waste stream will
have a projected 92 ppm hydroquine concentration. Is the 92 ppm
concentration a historical effluent value or is the concentration
reflective of a increase of the hydroquine loading to the
wastewater treatment facility?
The Town is asked to provide to this office sufficient
information to demonstrate that the additional waste will not
adversely affect the treatment efficiency of the treatment system
or independently or in conjunction with other wastes contribute to
continued effluent limit violations including toxicity.
-continued-
Wachovia Building, Suite 714, Fayetteville, North Carolina 28301-5043 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Isenhour
September 9, 1994
Page 2 of 2
The requested information should be forwarded to this office
by September 30, 1994. If you have questions regarding the
additional information request please do not hesitate to contact me
at [phone].
Paul E. Rawls
Environmental Specialist
A:DSK5:EDBRO.AIN
cc: C.T. Clayton, McKim & Creed
Norman F. Lewis, Mayor, Town of Lillington
Buzz Crosby, DEM Permits & Engineering

State of North Carolina
Department of Environm'i AUG 17 1994
Health and Natural Resourcw MAto,GEMENT
Division of Environmental M4R4gg t-E REG. OF"' • • 1
�EH N F
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 17, 1994
MR NORMAN F LEWIS
TOWN OF LILLINGTON
POBOX 296
LILLINGTON, NORTH CAROLINA 27546
Subject: Application No. WQ0009882
Edwards Brothers
Sewers -Public
Harnett County
Dear MR LEWIS:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 17, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WA'i'RR QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Buzz Crosby for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Buzz Crosby at [phone].
Sincerely,
(k.cb,_,,,u,,,.,71)111_Ck
Carolyn McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

' ' ` NON NPDES FACILITY AND PERMIT DATA
'UPDATE QPTION• TRXID 50U KEY WQ0009882
PERSONAL DATA FACILITY APPLYING FOR PERMIT RPP/PERMIT FEE-$ 400.00 REGION
FACILITY NAME> LILLINGTON, TOWN-EDWRRDS BR0T1 COUNTY> HARNETT 06
ADDRESS: MAILING (REQUIRED) ENGINEER: MCKIM & CREED ENGINEERS
STREET: PO BOX 296 STREET: 5625 DILLARD RD STE 117 BLDG 1
CITY: LILLINGTON ST NC ZIP 27546 CITY: CARY ST NC ZIP 27511
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> CROSBY FACILITY CONTACT NORMAN F LEWIS
TYPE OF PROJECT> SEWERS -PUBLIC LAT: LONG:
DATE APP RCVD 08/17/94 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED
REG COMM REQS
REG COMM RCVD
ADD INFO REQS
RDD INFO RCVD
END STAT APP P
08/17/94
08/17/94
/ /
/ /
/ /
11/15/94
DATE REVIEWED / / RETURN DATE / /
DATE DENIED / / NPDES tt-
DATE RETURNED / / TRIB Q .0000 MGD
OT AG COM REQS / / TRIB DATE- / /
OT RG COM RCVD / /
DATE ISSUED / / DATE EXPIRE / /
FEE CODE()1=(>1MGD),2=(>10KGD),3=C>1KGD),4=C<1KGD+SF),5=CS>300A),6=CS<=300R),
7=CSENDEL),8=(SEDEL),9=CCLREC),0=(N0 FEE) DISC CODES ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***

r
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Lillington
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mayor Norman F. Lewis
3. Mailing Address: P.O. Box 296
city: Lillington State: NC Zip:27546-0296
Telephone No.: ( 910 ) 893-2654
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Water and sewer extension to serve Edwards Brothers
5. Application Date: August 11, 1994
6. Fee Submitted: $ 400.00
7. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): O ocf
2. Specify whether project is: new; renewal*; < modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 NC0021636 and issue date 02/01 /94
4. Specify whether the applicant is X public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTE"NSIOIN
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; % Commercial;
10 0 % 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.:
Industrial
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: 92 ppm hvdroctuine
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
No pre-treatment
i
5. Volume of wastewater generated by this project:
4,250
6. Explanation of how wastewater volume was determined: Based on
170 employees, at a rate of 25 gpd each
gallons per day
IV. DESIGN INFORMATION:
1. Brief project description: For the Town of Lillington, 550 L.F.
8" gravity sewer to serve Edwards Brothers
2. Name of wastewater treatment facility receiving wastewater: Town of Lillington
Wastewater. Treatment Plant
a. Facility permit no.: NCO 0 216 3 6
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: adectuate
•
•
2 of 6

GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
0
factor or N factor is used and circle C or N below: 12
Dia. Length Pipe .. C r N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material actor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 200 PVC 120 2.88 2.88 2 7.5- - 60
8 248 PVC 120 0.79 0.79 2 3.7 36
8 102 PVC 120 0.79 0.79 2 3.7 108
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than' 20 %. ` The anchor
spacing shall be as,follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5 . Maximum sewer reach length between manholes: 24 8 linear feet.
STA3+50 STA1+02
6. This sewer line segment occurs between manhole no. and manhole no.
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No..
If yes, what measures are being taken to enable the sewers to withstand the loads?
Segments subject to traffic -bearing loads have a cover
depth equal to or greater than min. allowable cover to
reduce loads.
9. Outside drop manholes are provided where invert separations exceed: feet.
10.. Identify (by manhole number) those manholes that have drop connections: N / A
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 10 0 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the. plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies?
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 ft horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
13. Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
X Yes _ No
.Yes _ No
..Yes _No
._Yes X No
Yes No
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): Yes . No
16. Identify (by manhole number) those manholes that are vented: N/A`
17. Does this project involve any stream crossings? _ yes X no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
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. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4 of 6

•
• GRAVITY SEWER EXTENSION
• PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: McKim & Creed Engineers, PA
5625 Dillard Road, Suite 117, Building I
City: Cary State: NC zip: 27511
Telephone No. 919/233-8091
Professional Engineer's Certification:
I, Jerry C. Hodge
attest that this application for water and sewer
extension to serve Edwards Brothers 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 otherprofessionals, 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. t C1 14 t
Print Name of Engineer Jerry c . Hodge
Seal and Signature (specify date):
Applicant's Certification:
I, F. E
✓
O P
00
4, 0000/00/fL,
19749 . n
, attest that this application for water
extensions to serve Edwards Brothers
Ekt. `
0
v
v •
•
and sewer
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. /�
Signature C • Date ?- //- 9y
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 CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5 of 6

GRAVITY SEWER EC'E%ISION.
PAGE 6 (4/91) •
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
,$250
$250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated)
$400 0
Sewer Extensions
(delegated) $200 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.
6 of 6

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
September 8, 1994
F.E. Isenhour, Jr.
Town of Lillington
Post Office Box 296
Lillington, North Carolina 27546-0296
A"CgA
QEHNR
. SEP ;21994
M;': \1; •,, E �!iivkE IT
FAYET EV'ILL.E REG. OFFICE
Subject: Application No. WQ0009882
Additional Information Request
Town of Lillington
Edwards Brothers
Sewer Extension
Harnett County
Dear Mr. Isenhour:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1) Please verify that the proposed 92 ppm of hydroquine is acceptable under your current
pretreatment program.
2) Please clarify the source of the hydroquine. Specifically, what quantity of flow will generate
the hydroquine. This flow must be added to the amount of domestic flow listed in question 6
(page 2) of the application. Please revise page 2 to reflect any additional flow to be generated
and forward 3 sealed and signed copies to my attention.
Refer to the subject permit application number when providing the requested information. Please
submit three (3) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before October 8, 1994 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If you have any questions on this matter, please call me at [phone], ext. 580.
Sincerely,
Buzz Crosby
Environmental Technician
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0009882
McKim and Creed