NC0066397_Regional Office Historical File Pre 2018 (5)

Michael F. Easley
Governor
William G, Ross Jr., Secretary
.a.:
AUG 27 2001;
Mr. Larry McIntyre, Director of Plant Operations
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
Dear Mr. McIntyre:
Department of Envii
Gregory J
-x.yn ,•
V
SEP 0 4 2001
ttSgS •Y: r V 7 tl!^ 1.
. i�ES ire 'c 'fill
Subject: Special Order by Consent
EMC WQ SOC 98-001 Ad II
Cleveland County Schools
Burns Middle School — NPDES Permit No. NCO066389
Burns High School - NPDES Permit No. NCO066486
Fallston Elementary School - NPDES Permit No. NCO066419
Casar Elementary School - NPDES Permit No.NC0066397
Cleveland County
Attached for your records is your copy of the signed Special Order by Consent (SOC) approved
by the Environmental Management Commission'.. - --,
The terms and conditions of the Order are in full effect, and you are reminded that all final permit
limits contained in the NPDES permit must be met except those modified by the conditions of the Order.
Additionally, as specified in paragraph 2(e) of the Order, submittal of written notice of compliance or non
compliance with any schedule date is required to be submitted to this office.
Pursuant to amended North Carolina General Statute 143-215.31), effective January 1, 1999,
water quality fees have been revised to include an annual fee for any permit covered under a Special
Order by consent, in addition to the standard annual fee for the permit. The schools will each be subject
to an annual SOC administration fee of $250.00, in addition to the annual permit administration fee of
$715.00. Cleveland County Schools will be billed for this at a later date.
If you have any questions about this matter, please contact Bob Sledge at [phone],
extension 547.
Sincerely,
regory J. orpe, Ph.D.
Attachment
ec.:�MRO -w%attachmenf.;
SOC Files w/original
Central Files w/attachment
Mike Hom, EPA, w/attachment
Jeanne Phillips w/attachment
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
1 800 623-7748 [phone] '

JAW07-20N, MON 02-:53 M GLEVELAND, COUNTY SCROOL9, FAX NO. 704 4.87 8- 43
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CLEVELAND COUNTY SCHOOLS
� PLAINT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
OCTOBER 1992001
NCDENR-N.C. DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
RE: SOC AMENDMENT, EMC WQ NO.98-001 AD II
CASAR ELEMENTARY SCHOOL PERMIT NO. NCO066397
DEAR SIR:
WE ARE PLEASED TO REPORT TO YOU, THAT ALL
MODIFICATIONS WERE COMPLETED AND WE WERE
ABLE TO MEET FULL COMPLIANCE WITH ALL PERMIT
LIMITATIONS BY THE FINAL COMPILANCE DATE OF
SEPTEMBER 309 2001.
MOT 2 5 2001
IF YOU HAVE ANY QUESTIONS REGARDING THIS MATTER,
PLEASE CALL ME AT 704-487-9087.
SINCERELY,
J�lp
LARRM�NTYRE
DIRECTOR OF PLANT OPERATIONS
CC: MIKE PARKER
DR. RICHARD E. MOORE
DON RHOM

CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 Poplar Springs Church Road
Shelby, North Carolina
28152
August 31, 2001
Mr. Mike Parker, Water Quality
Mooresville Regional Office
North Main Street
Mooresville, North Carolina 28115
Re: SOC Amendment, EMC WQ No. 98-001 AD II
Casar Elementary School Permit No. NCO066397
Dear Mike:
A!
i;.i t. tZF�dC�
A
S c P 1 7 2009
11lic-' 1 A
_.t4� TION
It is my pleasure to report to you that the above mentioned school is in compliance with
the effluent limitations as provided for in discharge permit No. NC0066397. All
modifications to the WWTP have been successfully completed.
This leaves only the Burns High School (NPDES Permit No. NC0066486), Burns Middle
School (NPDES Permit No. NC0066389) and Falston Elementary School (NPDES
Permit No. NC0066419) situations to be resolved. Construction on this project is on
schedule, according to the project manager.
If you have any questions regarding this matter, Please call me at 704 487 9087.
Sina,;74y I - :�
arre, Director o Plant Operations
Cleveland County Schools
cc: Dr. Richard E. Moore
Don Rhom

sday, September 11, 2001 2:46 PM Odom & Associates 704-484-3779
�► Odom
&Associates
Engineering, Inc.
September 10, 2001
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
RE: TOWN OF FALLSTON SEWER SYSTEM PROJECT SCHEDULE
Dear Larry;
Construction began on the Town of Fallston Sewer System Project in dune. We have
communicated with the contractor and have confirmed that barring any unforeseen
circumstances, the system to Burns Middle School, Bums High School and Fallston Elementary
school will be operational by December 1, 2001. Please contact me if you have any questions.
Sincerely,
David W. Odom, P.E.
Odom & Associates Engineering, Inc.
Post Office Hox 1787 0 SheIby, North Carolina 28151 a [phone] • Fax [phone]
p.02

r
DIVISION OF WATER QUALITY
August 2, 2001
Memo To: Marcia Lieber
From: Rex Gleason
Prepared B : Michael Parker'
p Y
Subject: SOC Amendment Request
Cleveland County Schools
EMC WQ SOC 98-001 AD II
Burns Middle School
Burns High School
Fallston Elementary School
Casar Elementary School
Cleveland County
Please find attached a signed Special Order by
subject SOC for an extension of the compliance sched
School, and Fallston Elementary School. According t
(CCSS), construction delays have been encountered tl
deadline for elimination of the discharges from the afc
four (4) month extension to December 1, 2001. This
complete the necessary work on the collection system
schools. Documentation has also been provided to thi
that the sewer project can be completed by the Decem
It should be noted that the deadline for attaini
at Casar Elementary School has also been extended f
September 30, 2001. Since wastewater floe through
non-existent during the school's summer break, the e:
accumulation relative to NPDES permit and SOC coi
Based on this Office's review of the CCSS's
SOC be issued as requested.
.onsent requesting an amendment to the
.e for Burns Middle School, Burns High
the Cleveland County School System
t will necessitate an extension of the
-mentioned schools. CCSS has requested a
iditional time should allow the CCSS to
eing constructed to serve the three (3)
division by the _CCSS's engineer stating
1, 2001 deadline.
compliance with final effluent limitations
a period of four (4) months until
e WWTP is expected to be minimal or
a time will allow for additional data
it is recommended that an amended
Please advise if any additional information is necessary.
Attachment
hAenflsoc\CCSsoc2
DIVISION OF WATER QUALITY

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF )
NORTH CAROLINA ) SPECIAL ORDER BY CONSENT
NPDES PERMITS ) EMC WQ NO. 98-001 AD II
HELD BY CLEVELAND )
COUNTY SCHOOLS AS )
IDENTIFIED IN )
SECTION 1 (a) BELOW )
Pursuant to provisions of North Carolina General Statutes 143-215.2, this Special Order by Consent is
made and entered into by the Cleveland County Board of Education, hereafter referred to as CCS
(Cleveland County Schools), and the North Carolina Environmental Management Commission, an
agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. CCS and the Commission hereby stipulate the following:
(a) That CCS holds the following North Carolina NPDES Permits for making outlets to
waters of this State as required pursuant to NCGS 143-215.1 a:
NPDES Permit No, School
NC0066486
Burns High School
NC0066389
Burns Middle School
NC0066397
Casar Elementary School
NC0066401
Crest High School
NC0066460
Crest Middle School
NC0066419
Fallston Elementary School
NC0066435
Township Three Elementary School
NC0066451
Washington Elementary School
(b) That CCS is unable to comply with thefinal effluent limitations found in Part I.A. of
the respective Permits, as shown below, without construction and proper operation of
additional wastewater treatment facilities:

SOC EMC WQ 98-001 AD I
Page 2
School
NPDES Permit No.
Parameter
Burns High School
NCO066486
BOD, TSS, NH3-N,
TRC
Burns Middle School
NCO066389
TSS, NH3-N
Casar Elementary School
NCO066397
BOD, NH3-N, TRC
Crest High School
NCO066401
TSS
Crest Middle School
NCO066460
TSS
Fallston Elementary Schoo
NCO066419
BOD, NH3-N, TRC
Township 3 Elementary Sc
ool
NCO066435
TSS, NH3-N
Washington Elementary School
NCO066451
BOD, NH3-N, TRC
(c) That noncompliance 1with the conditions of the Permits identified in 1(b) above
constitutes causing/c ntributing to pollution of waters of this State;
(d) That CCS is within tfie jurisdiction of the Commission as set forth in Chapter 143,
Article 21 of the Noiith Carolina General Statutes;
(e) Since this Special Oder is by Consent, neither party will file a petition for a contested
case or for judicial r view concerning these items.
2. CCS, desiring to comply with conditions of the permits identified in paragraph 1(a) above, does
hereby agree to do and perform all f the following:
(a) CCS agrees to pay the orth Carolina Department of Environment and Natural Resources
the sum of $9007.21 in full kttlement for violations of G.S. 143-215.1 and NPDES Permits
during the period August through October, 1999. The payment shall be submitted to the
Director of the Division of Water Quality (DWQ), 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617, within thirty (30) days of the signature of this document by the CCS.
The CCS agrees to waive its right to an Administrative Hearing or remission of civil penalties
for the above settlement amount. Paid.

SOC EMC WQ 98-001 AD I
Page 3
(b) Comply with all terms and conditions of the permits except those effluent limitations
identified in paragraph 1(b) above. See Attachment A for current monitoring requirements and
effluent limitations. In the event of a NPDES Permit modification or renewal, any effluent
limitations or monitoring requirements contained therein shall supersede those contained in
Attachments A of this Special Order by Consent, except those effluent limitations that have
been modified, as identified in paragraph 2(d) below. The permittee may also be required to
monitor for other parameters as deemed necessary by the Director in future permits or
Administrative letters.
(c) Upon signature by the CCS of the Special Order by Consent, the CCS will be expected to
comply with all schedule dates, terms, and conditions of this document, and undertake the
following activities in accordance with the indicated time schedule:
1. Crest Middle School*
Crest High School*
NC0066460
NC0066401
a) Cease discharge from the two (2) schools listed. above by connecting to the City of
Shelby municipal sewer collection system on or before December 31, 2000. Met.
2. Burns High School* - NC0066486
Burns Middle School* - NC0066389
Fallston Elementary School* - NC0066419
a) Cease discharge from the three (3) schools listed above by connecting to the City of
Shelby municipal sewer collection system on or before December 1, 2001.
3. Township No. 3 Elementary School* - NC0066435
a) Submit plans and specifications for the approval of a sewer collection system to
connect to the City of Shelby municipal sewer system on or before May 1, 2000.
Met.
b) After receiving approval of plans and specifications, begin construction on or
before September 1, 2000 of a sewer collection system that will eventually
eliminate the discharge from this facility. Met.
c) Complete construction of a sewer collection system to connect this facility to the
City of Shelby municipal sewer collection system and eliminate the discharge on or
before March 1, 2001. Met

SOC EMC WQ 98-001 AD I Page 4
4. Washington Elementary School* - NC0066451
a) Cease discharge from the one (1) school listed above by connecting to the City of
Cherryville municipal sewer collection system on or before December 31, 2000.
Met.
5. Casar Elementary School* - NC0066397
a) Submit a feasibility study on or before May 1, 2000 on the options available for
either subsurface wastewater disposal or upgrade of the existing wastewater
treatment facilities to meet final permit effluent limits. Met.
b) Depending on the results of the feasibility study, initiate upgrade of the existing
wastewater treatment facility in order to comply with final effluent limitations or
begin construction of a subsurface disposal wastewater treatment system on or
before September 1, 2000. Met.
b) Complete construction of the wastewater treatment plant modifications or
subsurface disposal system on or before March 1, 2001. Met.
c) Attain compliance with final effluent limitations or cease discharge on or before
September 30, 2001.
* Quarterly progress reports detailing activities completed to -date as well as progress
towards completion of all activities listed in this SOC are due in the Mooresville
Regional Office on or before the fifteenth day of the month for the following months:
March, June, September, and December.
(d) During the time in which this Special Order by Consent is effective, comply with the
interim effluent limitations contained in Attachment A, except as provided for in paragraph
2(b) above should the permits be modified or renewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I, Section A
limitation page(s):

SOC EMC WQ 98-001 AD I
Page 5
Burns High
Modified Limitation
Current Limitation
School/
NC0066486
gnmmer. I
Effluent
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
Parameter
BOD
40.0 mg/L
60.0 mg/L
5.0 mg/L
7.5 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter
Effluent
Monthly Average
Daily
aximum
Monthly Average
Daily Maximum
Parameter
BOD
40.0 mg/L
60.0 mg/L
10.0 mg/L
15.0 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Burns Middle
Modified Limitation
Current Limitation
School/
NC0066389
Qnm m Pr -
Effluent
Monthly Average
Daily
Maximum
Monthly Average
Daily Maximum
Parameter
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N:::::I
monitor
n/a
2.8 mg/L
n/a

SOC EMC WQ 98-001 AD I
Winter:
Page 6
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
12.0 mg/L
n/a
Casar
Modified Limitation
Current Limitation
Elementary
School/
NC0066397
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a '
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L

SOC EMC WQ 98-001 AD I Page 7
Crest High Modified Limitation Current Limitation
School
NC0066401
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Wintar-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Crest Middle Modified Limitation Current Limitation
School
NC0066460
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Q7intPr•
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60:0 mg/L
30.0 mg/L
45.0 mg/L

SOC EMC WQ 98-001 AD I
Fallston
Elementary
School/
NC0066419
oimmPr-
Modified Limitation
Page 8
-Current Limitation
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10.0 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Township 3
Modified Limitation
Current Limitation
Elementary
School/
NC0066435
QnmmPr`
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
5.0 mg/L
rn/a

SOC EMC WQ 98-001 AD I
Winter:
Page 9
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average.
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
15.0 mg/L
n/a
Washington
Modified Limitation
Current Limitation
Elementary
School/
NC0066451
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L.
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
(e) No later than 14 calendar days after any date or time identified for accomplishment of
any activity listed in 2(b) and 2(c) above submit to the Division Director and the Regional
Office written notice of compliance or noncompliance therewith. In the case of
noncompliance the notice shall include a statement of the reason(s) for noncompliance,
remedial action(s) taken and a statement identifying the extent to which subsequent dates
or times for accomplishment of listed activities may be affected.

SOC EMC WQ 98-001 AD I
Page 10
3. CCS agrees that unless excused under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources,
according to the following schedule for failure to meet the deadlines set out in paragraph 2(c), or
failure to attain compliance with the effluent limitations/monitoring requirements contained in
Attachments A, except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC
Failure to achieve compliance with $2000/violation
final effluent limits or failure to cease
the discharge by the scheduled date
(where applicable)
Failure to meet interim deadlines $100/day for the
for submittal of interim progress reports, first 7 days;
for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations $100 per omitted
value per parameter
4. CCS and the Commission agree that the stipulated penalties are not due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God;
b. An act of war;
C. An intentional act or omission of a third parry, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant or if
the act or omission occurs in connection with a contractual relationship with the
permittee;
d. An extraordinary event beyond the permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of the above causes.

SOC EMC WQ 98-001 AD I Page 11
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The only issue in such an action will be whether
the 30 days have elapsed.
5. Noncompliance with the terms of this Special Order By Consent is subject to enforcement
action in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-215.6C.
6. This Special Order by Consent and any terms, conditions and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachments A of this Special Order by Consent, except as modified and
contained in paragraph 2(b) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
8. This Special Order by Consent shall expire on March 1, 2002.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY: Date 2-J—01
Superintendent - land County Schoo
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
WM
Chairman of the Commission
Date

CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS DEPARTMENT
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
JULY 175 2001
MR. MICHAEL PARKER, P.E.
DIVISION OF WATER QUALITY
N.C.D.N.R.
919 NORTH MAIN STREET
MOORESVILLE, NC 28115
DEAR MR PARKER:
14C DEFT_ 01F
ME) I AT,' 9 A! F-E ,_)dt`cq �rC
LIGORESViLl-E REGIONAL �h=rift
JUL 1 8 2001
ENCLOSED ARE THE QUARTERLY PROGRESS REPORTS
FOR THE SEWER SYSTEM UPGRADES FOR THE
CLEVELAND COUNTY SCHOOLS.
• FALLSTON ELEMENTARY SCHOOL, BURNS HIGH
SCHOOL, AND BURNS MIDDLE SCHOOL
THE THREE SCHOOLS MENTIONED ABOVE ARE THE
LAST ONES TO BE UPGRADED BY THE CLEVELAND
COUNTY SCHOOLS. THE TOWN OF FALLSTON
OBTAINED A FEDERAL GRANT AND HAS SIGNED
CONTRACTS FOR CONNECTING A SEWER MAIN TO THE
CITY OF SHELBY' S MUNICIPAL- SYSTEM.

114
OdomEngineerh* Inc.
June 25, 2001
Mr. Larry McIntyre
Clcvcland Co. School System
Shelby, NC 28152
Dear Larry, '
The Fallston Projcot is under construction, and moving at a good pace. used upon my
conversation with the contractor, we are comfortable that we can have Fallston
Elementary, Burns Middle, and Burns High on sewer service by December 1, 2001.
Sincerely,
C'. �C_-
David W. Odom, P.E.
Post Office Box 1787 $ Shelby, North Carolina 28151 0 [phone] Fax (704) 4W3779

CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS DEPARTMENT
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
TULY 17, 2001
MR. MICHAEL PARKER, P.E.
DIVISION OF WATER QUALITY
N.C.D.N.R.
919 NORTH MAIN STREET
MOORESVILLE, NC 28115
JUL 1 8 2001
ENCLOSED ARE THE QUARTERLY PROGRESS REPORTS
FOR THE SEWER SYSTEM UPGRADES FOR THE
CLEVELAND COUNTY SCHOOLS.
FALLSTON ELEMENTARY SCHOOL, BURINS HIGH
SCHOOL, AND BURNS MIDDLE SCHOOL
THE THREE SCHOOLS MENTIONED ABOVE ARE THE
LAST ONES TO BE UPGRADED BY THE CLEVELAND
COUNTY SCHOOLS. THE TOWN OF FALLSTON
OBTAINED A FEDERAL GRANT AND HAS SIGNED
CONTRACTS FOR CONNECTING A SEWER MAIN TO THE
CITY OF SHELBY' S MUNICIPAL SYSTEM.

THE CLEVELAND COUNTY SCHOOLS HAS ENCUMBERED
$ 300,000.00 TOWARD THE COST OF IMPROVEMENTS. WE
HAVE ASKED FOR A FOUR MONTH EXTENSION FROM
YOUR DEPARTMENT, ON THE S.O.C. DEADLINE.
THIS IS CURRENTY BEING AMENDED TO EXTEND THE
DATE UNTIL DECEMBER 1, 2001.
CONSTRUCTION OF THE PROJECT IS UNDERWAY AND
THE MAIN IN CURRENTLY BEING INSTALLED.
I HAVE ENCLOSED CORRESPONDENCE FROM THE TOWN
OF FALLSTON'S ENGINEERING FIRM ATTESTING THAT
THE DECEMBER 1, 2001 COMPLETION DATE IS
OBTAINABLE AND OUR SCHOOLS CAN BE ON LINE BY
THAT TIME.
IF YOU HAVE FUTHER QUESTIONS, PLEASE CONTACT
ME AT [phone]
SINCERELY,
i
LARRY MCINTYRE
DIRECTOR OF PLANT OPERATIONS
CLEVELAND COUNTY SCHOOLS.
ENCLOSURES

to'-
fG40 d o m.
b,.
.June 25, 2001
Mr. Larry McIntyre
Clcvcland Co. School System
Shelby, NC 28152
Dear Larry,
A
The Fallston Project is under construction, and moving at a good pace. Based upon my
conversation with the contractor, we, are comfortable that we can have Faliston
Elementary, Burns Middle, and Burns High on sewer service by December 1, 2001.
Sincerely,
r.
David W. Odom, P.E.
Post Office Box 1787 • Shelby, North Czroliaa28151 0 [phone] -Pax (104) 4W779

44
�i
July 17,
Dr. Richard E. Moore, Superintendent
Cleveland County Schools
866 Poplar Springs Road
Shelby, North Carolina 28152
Michael F. Easley
Governor
William G. Ross, Jr.,Secretary
North Carolina Department of Environment and Natural Resources
NC DEPT. Or Et lr�Nater
ns, Director
AND NATURAL
�✓�JR Quality
JUL 3 1 2001
)01
�i
t ��r TAB r- =, a �- *�"r�
IA l 61 � �410 E� �,m' V ION
Subject: Proposed Cleveland County Schools
SOC Amendment
EMC WQ No. 98-001 AD II
Burns Middle School
Burns High School
Fallston Elementary School
Washington Elementary School
Crest High School
Crest Middle School
Casar Elementary School
Cleveland County
Dear Dr. Moore:
Please find enclosed a revised draft Special Order by Consent (SOC) for the subject
schools. The revisions were made as the result of a request received by this Office from Mr. Larry
McIntyre, Director of Plant Operations, Cleveland County Schools on March 26, 2001, and
acknowledged by -our Central Office on June 18, 2001. The revisions are necessary due to changes
in the Completion of Construction schedules for Fallston Elementary, Burns High, Burns Middle,
and Casar Elementary School. Also please note that the expiration date of the SOC has been
extended four (4) months as a result of these revisions. A revised SOC incorporating the requested
changes has been attached for your review.
Upon receipt, please thoroughly review the Order. If you are satisfied with the content of
the Order, please sign as indicated on the last page and return the Order to this Office. The Order
and supporting documents will be forwarded to our Central Office for final review and approval.
NCDENR
Customer Service Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
1 800 623-7748 FAX [phone]

Dr. Richard E. Moore
July 17, 2001
Page Two
If you have any questions regarding this matter, please contact Mr. Michael L. Parker or
me.
Sincerely,
Z), /' t--4;z
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
cc: Bob Sledge
h Aent\so c\CCSsoc2.soc

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF )
NORTH CAROLINA ) SPECIAL ORDER BY CONSENT
NPDES PERMITS ) EMC WQ NO. 98-001 AD II
HELD BY CLEVELAND )
COUNTY SCHOOLS AS )
IDENTIFIED IN )
SECTION 1 (a) BELOW )
Pursuant to provisions of North Carolina General Statutes 143-215.2, this Special Order by Consent is
made and entered into by the Cleveland County Board of Education, hereafter referred to as CCS
(Cleveland County Schools), and the North Carolina Environmental Management Commission, an
agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the -
Commission:
1. CCS and the Commission hereby stipulate the following:
(a)
(b)
That CCS holds the following North Carolina NPDES Permits for making outlets to
waters of this State as required pursuant to NCGS 143-215.1 a:
NPDES Permit No. School
NCO066486
Burns High School
NCO066389
Burns Middle School
NCO066397
Casar Elementary School
NCO066401
Crest High School
NCO066460
Crest Middle School
NCO066419
Fallston Elementary School
NCO066435
Township Three Elementary School
NCO066451
Washington Elementary School
That CCS is unable to comply with the final effluent limitations found in Part I.A. of
the respective Permits, as shown below, without construction and proper operation of
additional wastewater treatment facilities:

SOC EMC WQ 98-001 AD I
Page 2
School
NPDES Permit No.
Parameter
Burns High School
NCO066486
BOD, TSS, NH3-N,
TRC
Burns Middle School
NCO066389
TSS, NH3-N
Casar Elementary School
NCO066397
BOD, NH3-N, TRC
Crest High School
NCO066401
TSS
Crest Middle School
NCO066460
TSS
Fallston Elementary School
NCO066419
BOD, NH3-N, TRC
Township 3 Elementary School
NCO066435
TSS, NH3-N
Washington Elementary School
NCO066451
BOD, NH3-N, TRC
(c) That noncompliance with the conditions of the Permits identified in 1(b) above
constitutes causing/contributing to pollution of waters of this State;
(d) That CCS is within the jurisdiction of the Commission as set forth in Chapter 143,
Article 21 of the North Carolina General Statutes;
(e) Since this Special Order is by Consent, neither party will file a petition for a contested
case or for judicial review concerning these items.
2. CCS, desiring to comply with conditions of the permits identified in paragraph 1(a) above, does
hereby agree to do and perform all of the following:
(a) CCS agrees to pay the North Carolina Department of Environment and Natural Resources
the sum of $9007.21 in full settlement for violations of G.S. 143-215.1 and NPDES Permits
during the period August through October, 1999. The payment shall be submitted to the
Director of the Division of Water Quality (DWQ), 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617, within thirty (30) days of the signature of this document by the CCS.
The CCS agrees to waive its right to an Administrative Hearing or remission of civil penalties
for the above settlement amount. Paid.

SOC EMC WQ 98-001 AD I
Page 3
(b) Comply with all terms and conditions of the permits except those effluent limitations
identified in paragraph 1(b) above. See Attachment A for current monitoring requirements and
effluent limitations. In the event of a NPDES Permit modification or renewal, any effluent
limitations or monitoring requirements contained therein shall supersede those contained in
Attachments A of this Special Order by Consent, except those effluent limitations that have
been modified, as identified in paragraph 2(d) below. The permittee may also be required to
monitor for other parameters as deemed necessary by the Director in future permits or
Administrative letters.
(c) Upon signature by the CCS of the Special Order by Consent, the CCS will be expected to
comply with all schedule dates, terms, and conditions of this document, and undertake the
following activities in accordance with the indicated time schedule:
1. Crest Middle School* - NC0066460
Crest High School* - NC0066401
a) Cease discharge from the two (2) schools listed above by connecting to the City of
Shelby municipal sewer collection system on or before December 31, 2000. Met.
2. Burns High School* - NC0066486
Burns Middle School* - NC0066389
Fallston Elementary School* - NC0066419
a) Cease discharge from the three (3) schools listed above by connecting to the City of
Shelby municipal sewer collection system on or before December 1, 2001.
3. Township No. 3 Elementary School* - NC0066435
.a) Submit plans and specifications for the approval of a sewer collection system to
connect to the City of Shelby municipal sewer system on or before May 1, 2000.
Met.
b) After receiving approval of plans and specifications, begin construction on or
before September 1, 2000 of a sewer collection system that will eventually
eliminate the discharge from this facility. Met.
c) Complete construction of a sewer collection system to connect this facility to the
City of Shelby municipal sewer collection system and eliminate the discharge on or
before March 1, 2001. Met

SOC EMC WQ 98-001 AD I
4. Washington Elementary School* - NC0066451
Page 4
a) Cease discharge from the one (1) school listed above by connecting to the City of
Cherryville municipal sewer collection system on or before December 31, 2000.
Met.
5. Casar Elementary School* - NC0066397
a) Submit a feasibility study on or before May 1, 2000 on the options available for
either subsurface wastewater disposal or upgrade of the existing wastewater
treatment facilities to meet final permit effluent limits. Met.
b) Depending on the results of the feasibility study, initiate upgrade of the existing
wastewater treatment facility in order to comply with final effluent limitations or
begin construction of a subsurface disposal wastewater treatment system on or
before September 1, 2000. Met.
b) Complete construction of the wastewater treatment plant modifications or
subsurface disposal system on or before March 1, 2001. Met.
c) Attain compliance with final effluent limitations or cease discharge on or before.
September 30, 2001.
* Quarterly progress reports detailing activities completed to -date as well as progress
towards completion of all activities listed in this SOC are due in the Mooresville
Regional Office on or before the fifteenth day of the month for the following months:
March, June, September, and December.
(d) During the time in which this Special Order by Consent is effective, comply with the
interim effluent limitations contained in Attachment A, except as provided for in paragraph
2(b) above should the permits be modified or renewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I,, Section A
limitation page(s):

SOC EMC WQ 98-001 AD I
Page 5
Burns High Modified Limitation Current Limitation
School/
NC0066486
f,nmmer-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
5.0 mg/L
7.5 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter -
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
10.0 mg/L
15.0 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Burns Middle
Modified Limitation
Current Limitation
School/
NC0066389
QnmmPr-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
6 0. 0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
2.8 mg/L
n/a

SOC EMC WQ 98-001 AD I
Winter:
Page 6
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
12.0 mg/L
n/a
Casar Modified Limitation Current Limitation
Elementary
School/
NC0066397
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD-
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter .
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L

SOC EMC WQ 98-001 AD I
Page 7
Crest High
Modified Limitation
Current Limitation
School/
NC0066401
Rummer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS 1
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Crest Middle
Modified Limitation
Current Limitation
School/
NC0066460
Rummer -
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0. mg/L
45.0 mg/L
WintPr-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L

SOC EMC WQ 98-001 AD I
Page 8
Fallston Modified Limitation Current Limitation
Elementary
School/
NC0066419
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum.
BOD
30.0 mg/L
45.0 mg/L
5.O mg/L
7.5 mg/L
NH3-N
10.0 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Township 3
Modified Limitation
Current Limitation
Elementary
School/
NC0066435
Summer:
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average .
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
5.0 mg/L
n/a

SOC EMC WQ 98-001 AD I
Winter:
Page 9
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
--rn/a
45.0 mg/L
NH3-N
monitor
n/a
15.0 mg/I.
Washington Modified Limitation Current Limitation
Elementary
School/
NC0066451
Summer:
Effluent
Parameter
Monthly Average
DailyMaximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L.
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
(e) No later than 14 calendar days after any date or time identified for accomplishment of
My actives listed in 2(b) and 2(c) above submit to the Division Director and the Regional
Office written notice of compliance or noncompliance therewith. In the case of
noncompliance the notice shall include a statement of the reason(s) for noncompliance,
remedial action(s) taken and a statement identifying the extent to which subsequent dates
or times for accomplishment of listed activities may be affected.

AAA
SOC EMC WQ 98-001 AD I
Page 10
3. CCS agrees that unless excused under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources,
according to the following schedule for failure to meet the deadlines set out in paragraph 2(c), or
failure to attain compliance with the effluent limitations/monitoring requirements contained in
Attachments A, except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC -
Failure to achieve compliance with $2000/violation
final effluent limits or failure to cease
the discharge by the scheduled date
(where applicable)
Failure to meet interim deadlines $100/day for the
for submittal of interim progress reports, first 7 days;
for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations $100 per omitted
value per parameter
4. CCS and the Commission agree that -the stipulated penalties are not due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God;
b. An act of war;
An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant or if
the act or omission occurs in connection with a contractual relationship with the
permittee;
d. An extraordinary event beyond the permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of the above causes.

SOC EMC WQ 98-001 AD I Page 11
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The- only issue in such an action will be whether
the 30 days have elapsed.
5. Noncompliance with the terms of this Special Order By Consent is subject to enforcement
action in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-215.6C.
6. This Special Order by Consent and any terms, conditions and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachments A of this Special Order by Consent, except as modified and
contained in paragraph 2(b) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
8. This Special Order by Consent shall expire on March 1, 2002.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY: Date Z 1^
Superintendent - ve d County Schoo
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Flows
Chairman of the Commission
Date

CCS SOC Checklist (Attachment K)
SPECIAL ORDER BY CONSENT (SOC) - Modifici� `� l�o�ll�ilo�►
REGIONAL OFFICE CHECKLIST `l
Mooresville Regional Office
Cleveland County School System (CCS)
NPDES Permit Numbers
NCO066486 Burns High School
NCO066389 Burns Middle School
NCO066397 Casar Elementary School
NCO066401 Crest High School
NCO066460 Crest Middle School
NCO066419 Fallston Elementary School
NCO066435 Township Three Elementary School
NCO066451 Washington Elementary School
EMC SOC WQ No. 98-001
A. Why was this SOC requested? The applicant is unable to comply with the final effluent
limitations found in Part I.A. of the respective Permits without construction and proper operation
of additional wastewater treatment facilities.
B. What type of facility is currently in operation? (trickling filter, activated sludge, etc) Give
design flow and permitted flow. See table below
Permit #
School Name
Type of System
Design Flow
Permit Flow
NC0066486,
Burns High School
Aerated Package Plant
0.0175 MGD
0.0175 MGD
NCO066389
Burns Middle School
Aerated Package Plant
0.020 MGD
0.020 MGD
NCO066397
Casar Elementary School
Sand Filter w/ Chlorination
0.0066 MGD
0.0066 MGD
NCO066401
Crest High School
Aerated Package Plant
0.0175 MGD
0.0175 MGD
NCO066460
Crest Middle School
Aerated Package Plant
0.020 MGD
0.020 MGD
NCO066419
Fallston Elementary School
Sand Filter w/ Chlorination
0.008 MGD
0.008 MGD
NCO066435
Township Three Elementary School
Aerated Package Plant
0.0075 MOD
0.0075 MGD
NCO066451
Washington Elementary School
Sand Filter w/ Chlorination
0.0045 MGD
0.0045 MGD

CCS SOC Checklist (Attachment K)
Page 2
C. State affected stream and current stream classification. See table below
Permit #
School Name
Name of Stream
Classification
NCO066486
Burns High School
UT Maple Creek - zero flow at outfall
WS-IV
NCO066389
Burns Middle School
UT Maple Creek
WS-IV
NCO066397
Casar Elementary School
UT Crooked Run Creek - zero flow at outfall
WS-IV
NCO066401
Crest High School
UT Beaverdam Creek
C
NCO066460
Crest Middle School
Beaverdam Creek
C
NCO066419
Fallston Elementary School
UT Long Branch - zero flow at outfall
WS-III
NCO066435
Township Three Elementary School
Boween River
C
NCO066451_
_ Washington Elementary School
UT White Oak Creek - zero flow at outfall
WS-III
— to5T It¢F R$ILl7' Tc�
KCC55 -rtE rtp 5cwp,s -itf.N `rnd all downstream water quality impacts. Include the data summary if
available at this time.
�dU NEGO fio 17pINi ovT 1
rrnct� ?m assessment conducted? No
F. Attack most current MP screen. Attached
G. Are the Facilities properly operated and maintained? The facilities were last inspected on
October 18, 1999. Some operation and maintenance deficiencies were identified in the inspection
report. In particular, the sand filter bed at Washington Elementary was in need of maintenance
and most of the aeration basins appeared to be over aerating the mixed liquors. Several permit
limit violations were also noted after start up of the systems. The inspection reports are attached.
H. Discuss the applicant's third party evaluation of current treatment capabilities. The
applicant hired Dewberry and Davis (D&D) to evaluate the current treatment capabilities of each
facility. D&D submitted their evaluation and proposed plan of action to the Water Quality
Section on September 21, 1998. Significant modifications to the existing treatment systems were
proposed at each facility. An authorization to construct (ATC) application was submitted for the
modifications to all of the facilities except for Washington Elementary. The ATCs were
approved by the NPDES Unit in Raleigh in a May 10, 1990 letter
Has this evaluation been reviewed by the Technical Assistance and Certification Unit (TACU) of
the Water Quality Section? What were their comments and suggestions? On March 16, 1999, a
message requesting TACU's comments was left for Dwight Lancaster via telephone voice mail.
This Office has not received a response. Mr. Lancaster should be contacted for TACU's
comments.

CCS SOC Checklist (Attachment K) Page 3
I. How were the interim effluent parameter limitations established? For each facility, the DMRs
for the previous two years were reviewed, and the monitored effluent levels recorded for each
constituent identified with a limit in the respective permit. A tentative limit for each constituent
was calculated that would allow 90-95% compliance for actual monitored levels recorded during
the previous two years. A meeting between the Regional Office, the applicant and their
consultant was held to discuss the tentative SOC limits. The 90-95% DMR limits were reduced
for constituents that were being exceeded due to operational problems or were simply too high
(i.e. above or equal to untreated influent levels). - A consensus was reached among all of the
attendees and the interim limits established.
J. How were the schedule dates of the proposed Order established? The SOC activities and
completion dates were discussed with the applicant prior to their inclusion in the SOC.
K Specifically identify what the facility will be doing/constructing during the term the order will
be in effect? See table below
Permit #
School Name
Proposed SOC construction activities
NCO066486
Burns High School
1. Have applied and received bond money to extend the sewer line from the
City of Shelby to the Town of Fallston.
2. The school's wastewater will be connected to the collection system and
treated at the Shelby WWTP.
NCO066389
Burns Middle School
1. Have applied and received bond money to extend the sewer line from the
City of Shelby to the Town of Fallston.
2. The school's wastewater will be connected to the collection system and
treated at the Shelby WWTP.
NCO066397
Casar Elementary
Replace existing sand filter distribution line with a network of distribution
School
lines (more balanced dosing of entire sand bed), construct recirculation
pumping station after sand bed (recirculate 2/3 to 3/4 flow through sand
bed), replace existing chlorine contact chamber with UV disinfection, and
install flow meters.
NCO066401
Crest High School
Connect school's wastewater to the City of Shelby's Sewer System.
NCO066460
Crest Middle School
Connect school's wastewater to the City of Shelby's Sewer System.
NCO066419
Fallston Elementary
1. Have applied and received bond money to extend the sewer line from the
School
City of Shelby to the Town of Fallston.
2. The school's wastewater will be connected to the collection system and
treated at the Shelby WWTP.
NCO066435
Township Three
Connect school's wastewater to the City of Shelby's Sewer System.
Elementary School
NCO066451
Washington
Connect school's wastewater to the City of Cherryville's Sewer System.
Elementary School

CCS SOC Checklist (Attachment K) Page 4
L. What is the up front penalty amount of the SOC, and how was this amount determined? The
up -front penalty amount of the SOC is $21,899.44. This amount represents 50% of the penalties
assessed each school plus enforcement costs. (This checklist is for the modification to the
existing SOC in which the up -front penalty was assessed).
M. If no up front penalty is being recommended, please indicate why. Not Applicable
N. If stipulated penalties are different from those mentioned in the standard SOC shells (67b
and WQ shells) indicate why they are different. Not Applicable
O. Does this facility currently monitor according to the most recent NPDES Permit or SOC?
The schools currently monitor the discharge/stream according to the SOC which was signed into
effect on June 9, 1999. Monitoring frequencies for all constituents is the same in the subject
permits and the SOC.
P. Does toxicity need to be relaxed as part of this Order? No
Q. Does pretreatment need to be addressed as part of this Order? No
R. Is the Permit under adjudication? No
S. Include schedule for Construction Grant funding, if applicable. Not Applicable
T. If SOC application is for a Town/City and new for the first time, has a resolution been
completed to secure required funding responsibilities? Not Applicable
U. Have the SOC limitations pages been compared against the most recently issued Permit or
Permit Currently at Public Notice? The SOC limitation pages have been compared against the
most recently issued Permits. The Permit for Washington Elementary is still in the renewal
process. The SOC limits for Washington Elementary were compared to the existing Permit.
V. If an SOC schedule date has been met, is the date indicated by `DIET"after the date or
specified event? Yes
W. Have any modifications been made by the regional office to the SOC shell? Yes, please refer
to the SOC.
X. Has a spell check been run on the entire SOC document (including all attachment pages)?
Yes, a spell check has been run on the entire SOC document.
Y. List any and all special circumstances concerning the issuance or denial of this SOC. Not
Applicable
Z. What is the regional office recommendation on this SOC Modification? The Mooresville
Regional Office recommends that the SOC modification be approved.

7,AA
CCS SOC Checklist (Attachment K)
Page 5
Preparer's Signature: Date:
Water Quality Supervisor's Signature: Date:
h:\ccschk2.doc

Michael F. Easley
" AGovernor
William G. Ross Jr., Secretary
Department of.Environment and Natural Resources
... KerrT. Stevens
Division of Water Quality
June 18, 2001
Mr. Larry McIntyre, Director of Plant. Operations
Cleveland County Schools -
866 Poplar Springs Church Road
Shelby, NC 28152
Subject: Special Order by Consent
Request For Amendment
Cleveland County Schools
SOC 98-001. Ad H.
Cleveland County
Dear Mr. McIntyre:
The Division of Water Quality has received your March 26; 2001 request for an
amendment to your active Special Order by Consent. Based upon an initial review, the Division
would;haveno objections to granting the requested four month extension. By copy of this letter,
the staff dflheTMob&sville�.Regional Office will be directed to begin the process of negotiating
and drafting the SOC amendment.
If you have any further information: or updates that you wish to provide relative to this
matter, please submit them to Mr. Mike Parker. of the Mooresville Regional Office. Questions
regarding the status of the SOC may be directed to Mr. Parker at [phone] or me at (919)
733-5083, extension 547.
I hope you will:forgive the.delays injhe processing of your request. The.Mooresville
Regional Office, promptly-forwarded.your request to the Division's. central office in Raleigh, but
its<processing was mishandled at that point. Please accept my -apologies for any inconvenience .
this may have caused.
Sincerely,
r
B b Sledge":-. ;
Point Source Compliance/Enforcement Unit
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
1 800 623-7748 (919).733-7015

Q
CLEVELAND COUNTY SCHOOLS PLANT OPERATION
866 POPLAR SPRINGS CHURCH ROAD NC DEPT. OF EA11-TdONIMENT
AND NATUR,�!
SHELBY, NORTH CAROLINA 28152
March 26, 2001
Mr. Michael Parker, P.E.
Division of Water Quality
N.C.D.N.R.
919 North Main Street
Mooresville, NC 28115
Dear Mr. Parker:
I MAR 2 9 2001
WATER QUALITY HEM o om
Enclosed are the quarterly progress reports for the sewer system upgrades
for the Cleveland county schools.
• Fallston Elementary School, Burns High School, and Burns
Middle School
The town of Fallston sewer project is behind schedule because of the
complexity of agreements, right of ways, and contracts required before
construction could begin. In our most recent telephone conversation you
said it would be possible to extend the construction completion date and
the S.O.C.'s an additional four months. We are requesting the date of
August 1, 2001 be extended until December 1, 2001 for the three
mentioned schools.
Please see the attached letter from the engineering firm of Odum and
Associates who is over the project. The town of Fallston obtained the
grant and has signed contracts for this project. The Cleveland County
Schools has encumbered $300,000.00 toward the cost of the project.

• Casar Elementary School
The majority of Construction on this project was completed by mid -
December 2000. The wet wells, sand filter upgrades, headers, piping
and ultraviolet tanks , etc. have been installed. All that remains to
be done is the pump and ultraviolet installation. Attached is
documentation from the engineering firm of Dewberry and Davis, Inc.
We would like to extend the completion and S.O.C. date from June 1,
2001 until July 31, 2001 to male sure the system if in full operation.
Thank you for your consideration of these project request for
extensions. Thank you very much.
Sincerely,
Larry cIntyre
Director of Plant Operations
Cleveland County schools
Enclosures

Odom
&Associates
Engineering, Inc.
March 26, 2001
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
RE: TOWN OF FALLSTON SEWER SYSTEM
Dear Larry:
Construction is scheduled to begin on the Town of Fallst
signing of the Wastewater Collection and Treatment A gr
I
ways have delayed the construction start date. The Was
Agreement has been signed by both the Shelby City Cow
finalizing all right of way issues and should have all sign
week. We have communicated with the contractor and li
unforeseen circumstances, the system to the schools will
Please contact me if you have any questions.
Sincerely,
David W. Odom, P.E.
Odom & Associates Engineering, Inc.
SCHEDULE
Sewer System Project in April. The
nent and the finalizing of right of
ater Collection and Treatment
I and the Town of Fallston. , We are
and recorded by Wednesday of this.
confirmed that barring any
operational by December 1, 2001.
Post Office Box 1781 • Shelby, North Carolina 28151 0 [phone] 0 Fax [phone]

Dewberry & Davis, Inc... ENGINEERS• PLANNERS -SURVEYORS
600 Lexington Ave. • Charlotte, NC 28203-4560
Voice 704-342-0401. Fax [phone] www.dewberry.corn .
January 4, 2001
Mr. Julian Langston
JL Construction
PO Box 366
Piedmont, SC 29673
Reference: Casar Elementary School
Cleveland County Schools
Dewberry & Davis Project No. 00011
Dear Mr. Langston:
Do to submittals for the Pumps and ITV Disinfection System please send a revised schedule of
construction for the above named project.
Please notify Dewberry & Davis 48 hours before starting construction.
Should you have questions, please advise.
Sincerely,
DEWBERRY & DAVIS, INC.
Timothy S. Kenrferly, E.I.T.
Project Engineer
TSK/sw Ss\PROJEM\C I I\Cotresp\Update sch.doc
Enclosure
cc: Mr. Larry Mclntyre.-le_veland. County Schools
:: � Dewberr i
MR v
Dewberry & Davis I.I.0 • Dewberry Design Croup Incurpuraled • Dewberry & Davis, Inc. • Coodkind & O'Dea, Inc. • Dewherry Technologies Inc. TOIX, Inc.

Dewberry & Davis, Inc. ENGINEERS• PLANNERS- SURVEYORS
600 Lexington Ave. • Charlotte, NC 28203-4560
Voice 104-342-0401 Fax [phone] www.dewberry.com
March 2, 2001
Mr. J. M. Langston, Jr.
JL Construction Company
P. O. Box 366 -
23 Fairway Drive
Piedmont, SC 29673
Reference: Casar Elementary School
Cleveland County Schools
Dewberry & Davis Project No. C0011
Dear Mr. Langston:
Shop Drawings were returned to you on December 18, 2000. Over two months has passed since
then. We should be getting close to pump and UV unit delivery. Please ascertain shipping dates
and let us know. Further, please remind the pump supplier that a report of the specified tests
performed on the pumps is due in this office before the pumps are shipped.
Your early attention to this matter will be appreciated. Should you have questions, please advise.
Sincerely,
DEWBERRY & DAVIS, INC.
t
H. L. Moorefield, Jr., P.E.
Sr. Project Manager
HLM/sw SAPR0JEM\C0011\Con sp\1L.pump schedute.doc
cc:. Mr. Larry McIntyre
Dewberry
Dewberry & Davis LLC • Dewberry Design, Group Incorporated • Dewberry & Davis, Inc. • Goodkind & O'Dea, Inc • Dewberry Technologies Inc • TOLK, Inc
I

Dewberry & Davis, Inc. ENGINEERS- PLANNERS -SURVEYORS
600 Lexington Ave. • Charlotte, NC 28203-4560
Voice 704-342-0401 Fax [phone] www.dewberry.com
t
March 13, 2001
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Church Springs Road
Shelby, NC 28152
Reference: Casar Elementary School
Cleveland County Schools
Dewberry & Davis Project No. C0011
Dear. Mr. McIntyre:
This is an update for the above mentioned project. Per conversation with Mr. Julian Langston of
J.L. Construction we were informed that Carotek, Inc. was experiencing some trouble with the
pumps. Carotek, Inc has explained to Mr. Langston that one of the pumps had failed the pump test
and they had to get another pump. Carotek, Inc. had also stated that they would send the Pump
Head Curves to Mr. Langston on 3/12/01, which he has not received. Mr. Langston has been in
touch with Carotek, Inc. today and they have not returned his call. Mr. Langston informed us that
as soon as ' the Pump Head Curves and Reports arrived he would overnight copies to us for
approval.
Should you have questions, please advise.
Sincerely,
DEWBERRY & DAVIS, INC.
Timothy..S. Kenn y, E.I.T.
Project Engineer
TSK/sw SAPR0JECTS\C001 ACorresp\03-13-01-Mclutyre.doc
cc: Mr. Julian Langston -
I-
=x Dewberry
Dewberry & Davis LLC • Dewberry Design Group Incorporated • Dewberry & Davis, Inc • Goodkind & O'Dea,'Inc • Dewberry Technologies Inc • TOLK, Inc

J. L. COIJS7FtUCT 1 ON CO. INC.
FAX NO. $64 236 95% Mar. 15 2001 02:03PM Pl
P.O. BOX 366
PIEDMONT, SC 29673
Phone: [phone]
Fax: [phone]
LMA
7b: Tim Kennerly or.i30 Moorefield Front: Julian M: Langston, Jr.
Co: Dewberry & Davis Pages: 2. (Includes Cover Page)
Fax: [phone] Date: March IS, 2001
• CC:
0 Urgent ❑ For Review ❑ Please Comment ❑ Please Reply
Re: Job *143
Casar Eienrentary.Sdiool
Wa$.MW ter Faa'lities
Casar, NC
Commer>t:
We recelved the following test results for Carob dr, in which one of the pumps
Wed and a replacement was ordered for besting. This Is the second pump that
has foiled.
We will forwaid hest results as soon as they are received.

J.L. CONSTRUCTION CO. INC. FAX NO. : 864 236 9596 Mar, 15 2001 02:03PM P2
P1AR-15-2001 11:47 CAROTp: hUN 704 84:1 8821 P.O..'Q1
March 150 2001
Julian Langston
JL Construction Co.
PO Box 366
Piedmont, SC 29673
Fax: [phone]
Subject: Cesar Elementary school
RE: Inspection & testing reports/pre-shipment
Dear Mr. Langston,
Here are the pump tel results for the pumps on the above referenced project. Unfortunately, the
DieehaMe pump 02 did not meet the required. readlnM.. We have, ordered a replacement tar that pump today.
Sorry for the inconvenience. If you need further infofmation, please contact SCoti Oliver.
Molsh"
Ruywlts
mols/ar
IngrPom
Maakl #
IIP
RECIRCULATION .
RECIRCULATION
DISCHARGE
PUMP#1
PUMP#2
PUMNI
4.56"
4.56"
2.94"
' 15.7Am s .
1 ' 15:7Ara s
60 14' 6.2An
2
2
4.5
CW
CW.
rw
13 PSI 14.53
2
WEl 1Z151Z15
1.5 Yap'
A012511
1.8
wE H;
1.5 HP
AO125112
6 PSI 3. S 1 Amps
4
WS03129HF'S
1/3 HP
M0051344^—
DISCHARGE
PUMI*2
2.94"
*(Q14' 6.2Ai
6
l/3 1
0051
TOTAL P.01

-27-2001 3-48PM FROM DEWBERRY —AND DAVIS 704 332 3468 P_2
Dewberry & Davis, Inc. u+cuvGkks•rwvm,as•suxvErollss
600 Lcuingtun ABC. • Chnd.u., NIC 2820 -4560
Voice 704-342-0401 tax 704-332-3468 www.dewhrrry.c•.om
March 26, 2001
Mr..Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, -NC 28152
Reference:. Casar Elementary School
Cleveland County Schools
Dewberry & Davis Project No. C0011
Dear Mr. McIntyre:
The present status of the above- project is that the facilities have been constructed and we .are
waiting for delivery of.the pumps, ultraviolet equipment, and controls to complete the project. The
pump Shop Drawings required three, submissions by the manufacturer to obtain approval. Then,
one of the pumps failed the specified tests at the manufacturer's facilities. We have maintained
communication with the Contractor orally-, and in our letter of March 2, 2001 on this matter. We
forwarded an update to you on March 13, 2001. When the equipment arrives, our assessment is
that it can be installed, piping connected, wiring connected, and ready for start-up in less- than one
week. We believe that start-up can be achieved within 7-8 calendar days after equipment arrival.Further, we believe that the Contractor can complete removal of the existing chlorine facilities and
complete project clean-up in one week after startup.
Should you have questions, please advise.
Sincerely,
DEWBERRY & DAVIS, INC.
H, X,_ Moorefield, Jr_, P.E.
Sr. Project Manager
BLNV&w - SAPROJECTS\COOI1\CorrcgACww.Statardoc -
cc: Mr. Mike Parker
Mr. J. M. Langston, Jr.
Dewberry
Df Aney & DxA* UC - IkwwWry Wip 4mip laoprparolcd - Orwlw:rry A Davin, Ine. • G*Aied & O'Dra, InL 4 De erry 7echnoirlier lx • TOM Inc

Dewberry & Davis, Inc.
ENGINEERS -PLANNERS -SURVEYORS
600 Lexington Ave. • Charlotte, NC 28203-4560
Voice 704-342-0401 Fax [phone] www.dewberry.com
March 29, 2001
Mr. Julian Langston
JL Construction
PO Box 366
Piedmont, SC 29673
Pd l
MAR
3 0 2.0a
f Fy
6
Reference: Casar Elementary School
Cleveland County Schools
Dewberry & Davis Project No. C0011
Dear Mr. Langston:
The results of the Pump Test provided by Carotek are acceptable. Please proceed with the process
of acquiring the pumps and placing them in the wet well.
Please notify Dewberry & Davis 48 hours before starting construction.
Should you have questions, please advise.
Sincerely,
DEWBERRY & DAVIS, INC.
ti
Timothy S. Kenilerly, E.I.T.
Project Engineer
TSK/sw S:\PROJECTS\CO01 I\Cotresp\O3-29-0I_1L_pump approval.doe
Enclosure
cc: Mr. Larry McIntyre -Cleveland County Schools
Mr. Mike Parker -NC Division of Water Quality
Dewberry
Dewberry & Davis LLC • Dewberry Design Group Incorporated • Dewberry & Davis, Inc. • Goodkind & O'Dea, Inc. • Dewberry Technologies Inc. • TOLK, Inc

Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
June 18, 2001
Mr. Larry McIntyre, Director of Plant Operations
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
Subject: Special Order by Consent
Request For Amendment
Cleveland County Schools
SOC 98-001 Ad II
Cleveland County
Dear Mr. McIntyre:
KerrT. Stevens
Division of Water Quality
EEC G??tZa. OF C�JVIROtNN14 idT
-saun,FS
`'•-.OFFICE
JUN 2 5 2001
The Division of Water Quality has received your March 26, 2001 request for an
amendment to your active Special Order by Consent. Based upon an initial review, the Division
would have no objections to granting the requested four month extension. By copy of this letter,
the staff of the Mooresville Regional Office will be directed to begin the process of negotiating
and drafting the SOC amendment.
If you have any further information or updates that you wish to provide relative to this
matter, please submit them to Mr. Mike Parker of the Mooresville Regional Office. Questions
regarding the status of the SOC may be directed to Mr. Parker at [phone] or me at (919)
733-5083, extension 547.
I hope you will forgive the delays in the processing of your request. The Mooresville
Regional Office promptly forwarded your request to the Division's central office in Raleigh, but
its processing was mishandled at that point. Please accept my apologies for any inconvenience
this may have caused.
Sincerely,
B b Sledge
Point Source Compliance/Enforcement Unit
cc:,- Mooresville Regional ==Office
SOC Files
Customer Service Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
1 800 623-7748 [phone]

PUBLIC NOTICE
STATE OF NORTH CAROLINA
Moa-eWk Co
6 7A1T7.I$ if�(���Il.?C
ENVIRONMENTAL MANAGEMENT COMMISSION
1617 MAIL SERVICE CENTER
RALEIGH, NC 27695-1617
t
VIVISJUR OF M Cif`" „ r
aQQPF'%jJJ� 001369a ofr' R
NOTIFICATION OF INTENT TO ISSUE A CONSENT ORDER
Public notice of intent to issue a State Consent Order to the following:
C e. e_ nd �ount� Ida ar � Fuca 67r 866 Poplar Springs Church Road Shelby, North
Carolina 28152 has requested a Special Order by Consent (EMC WQ 98-001 Ad 1) for
NPDES permit numbers NC0066486, NC0066389, NC0066397, NC0066401, NC0066460,
NC0066419, NC0066435, and NC0066451. Cleveland County Board of Education operates
these eight (8) wastewater treatment plants at schools located within Cleveland County. All
discharge into the waters of the State. Currently, theses facilities are unable to comply with
final effluent limitations for BOD, TRC, TSS and N113-N (or combination thereof) as set forth
in the aforementioned NPDES permits. This Order, if issued, will allow the facilities to
exceed final effluent limits for the aforementioned parameters. Compliance will require
construction and operation of additional treatment facilities or cease the discharges. This
Order contains a detailed schedule for compliance and stipulated penalties for failing to meet
interim requirements. This Order will expire on November 30, 2001. -
On the basis of thorough staff review and application of Article 21 of Chapter 143, General
Statutes of North Carolina, and other lawful standards and regulations, the North Carolina
Environmental Management Commission proposes to issue a Consent Order to the persons
listed above effective November 6, 2000, and subject to special conditions.
Persons wishing to comment upon or object to the proposed determinations are invited to
submit same in writing to the Water Quality Section Chief, 1617 Mail Service Center,
Raleigh, NC 27695-1617, no later than October 20, 2000. All comments received prior to that
date will be considered in the formulation of final determinations regarding the proposed
Order. A public meeting may be held where the Director of the Division of Water Quality
finds a significant degree of public interest in a proposed Order.
A copy of the draft Order is available by writing or calling the Division of Water Quality,
1617 Mail Service Center, Raleigh, NC 27695-1617, telephone number [phone] ext.
530, or the Mooresville Regional Office at 919 North Main Street, Mooresville, NC 28115
telephone number [phone].
The Order and other information may be inspected at these locations during normal office
hours. Copies of the information on file are available upon request and payment of the costs
of reproduction. All such comments or requests regarding a proposed Order should make
reference to the name listed above.
Date 2pp 4v"
David H. Moreau, Chai an
Environmental Management Commission

VVERONYIEW, ffZPLUTP,4'
ENATURAL RMSOURCM
CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROALD
SHELBY, NORTH CAROLINA 28152
Y.
October 16,2000
MR. MICHAEL PARKER,, P. E.
DIVISION OF WATER QUALITY
N.C.D.N.R.
919 NORTH MAIN STREET
MOORESVILLE, NC 28115
DEAR MR. PARKER:
ENCLOSED ARE THE QUARTERLY PROGRESS REPORTS
FOR SEWER SYSTEM UPGRADES FOR THE CLEVELAND
COUNTY SCHOOLS.
WE ARE PROGRESSING QUITE WELL ON OUR SEWER
CONSTRUCTION PROJECTS. BY THE END OF THE YEAR
ALL OF THE SYSTEMS WILL EITHER BE COMPLETED OR
UNDER CONSTRUCTION.
ATTACHED ARE COPIES OF CORRESPONDENCE TO
MR. SHANNON LANGLEY AND MS. JACQUELYN NOWELL
REQUESTING PERMIT AND S.O.C. ELIMINATION.
IF YOU NEED FURTHER DOCUMENTATION,, OR I CAN BE
OF ASSISTANCE IN ANYWAY, PLEASE CALL ME AT
704/487/9087.
S QEREL)(
LARK ' Y MCINT'Y�
DIRECTOR OF PLANT OPERATIONS

STATUS OF UPGRADES TO SEWER SYSTEMS
FOR THE CLEVELAND COUNTY SCHOOLS
October 16, 2000
SPRINGMORE ELEMENTARY SCHOOL
Project completed and school opened on August 1, 2000.
CREST HIGH AND CREST MIDDLE SCHOOLS
This project is complete, tested and as of October 5,2000
is in operation. The City of Shelby will operate and maintain
the pumping station.
WASHINGTON ELEMENTARY SCHOOL
The pumping station from Washington Elementary to the City of
Cherryville's municipal sewer system is complete, tested, and
started operation on September 29, 2000.
• TOWNSHIP THREE ELEMENTARY SCHOOL
Bids to install a pumping station and force main from the school to
the City of Shelby's municipal sewer system were received June 29, 2000.
Marvin Hoyle Construction was awarded contracts for $ 158,228.80.
Construction is in progress with a completion date set for October 26, 2000.
CASAR ELEMENTARY SCHOOL
On July 18, 2000 bids were received for installing a re -circulating sand
filter and an ultraviolet disinfection system for Casar Elementary School.
J.L. Construction Company was awarded the bid for $ 93,800.00.
Construction is underway with a completed date set for January 2001.

• FALLSTON ELEMENTARY, BURNS HIGH AND
BURNS MIDDLE SCHOOLS
A grant for $ 2,393,368.00 was awarded in January 2000, from the
State Clean Water Bond Program to the Town of Fallston for connecting
the town to the City of Shelby's municipal sewer system. The Project
includes connecting Bums high, Burns Middle, and Fallston Elementary
Schools to the system. Engineering and Design were initiated in February
2000, plans and specs were submitted in September 2000„ bid opening will
be in January 2001, construction will start in January 2001, date to be
completed is September 2001. The Cleveland County Schools has obligated
$ 3000,000.00 toward the cost of the project.
Note: See attachment

0
CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
JUNE 2052000
MR. MICHAEL PARKER, P.E.
DIVISION OF WATER QUALITY
N.C.D.N.R.
919 NORTH MAIN STREET
MOORESVILLE, NC 28115
[OWNIV-0481C 7:ICAAa
ENCLOSED ARE THE QUARTERLY PROGRESS REPORTS
YOU ASKED FOR FOR SEWER SYSTEM UPGRADES FOR
THE CLEVELAND COUNTY SCHOOLS. BY NEXT YEAR, ALL
ALL OF OUR SCHOOLS, (WITH THE EXCEPTION OF CASAR
ELEMENTARY SCHOOL) WILL BE CONNECTED TO
MUNICIPAL SEWER SYSTEMS.
IF YOU NEED FURTHER DOCUMENTATION, OR I CAN BE
OF ASSISTANCE IN ANYWAY, PLEASE CALL ME AT
704/487/9087.
SINCCERELY,
AL
L
LARRY CINTYRE
DIRECTOR OF PLANT OPERATIONS

V,
STATUS OF UPGRADES TO SEWER SYSTEMS
FOR THE CLEVELAND COUNTY SCHOOLS
JUNE 15, 2000
SPRINGMORE ELEMENTARY SCHOOL
BIDS FOR INSTALLING A PUMPING STATION, FORCE MAIN
AND A GRAVITY SEWER EXPANSION LINE TO THE TOWN OF
BOILING SPRINGS WERE RECEIVED ON JANUARY 10,2000.
THE LOW BID OF $ 1689446.35 WAS AWARDED TO CAROLINA
CONSTRUCTION OF RUTHERFORDTON, NORTH CAROLINA
ON FEBRUARY 1,2000. CONSTRUCTION IS COMPLETE AND THE
SYSTEM WAS ACTIVATED ON MAY 31,2000.
CREST HIGH AND CREST MIDDLE SCHOOLS
THE ENGINEERING, DESIGN, SURVEYING, ETC. HAVE BEEN
COMPLETED TO INSTALL A PUMPING STATION AND FORCE
MAIN FROM THE TWO CREST SCHOOLS TO THE CITY OF
SHELBY'S MUNICIPAL SEWER SYSTEM. BIDS WERE RECEIVED
ON MARCH 30,2000, WITH A LOW BID OF $974,627.00 AWARDED
TO COOPER CONSTRUCTION. CONSTRUCTION IS UNDERWAY
AND A COMPLETION DATE OF OCTOBER 17,2000, IS EXPECTED.
NOTE: SEE ATTACHMENT A

V.
• WASHINGTON ELEMENTARY SCHOOL
THE ENGINEERING, DESIGN, SURVEYING, ETC. HAVE BEEN
COMPLETED TO INSTALL A PUMPING STATION AND FORCE
MAIN FROM WASHINGTON ELEMENTARY TO THE CITY OF
CHERRYVILLE'S MUNICIPAL SEWER SYSTEM. BIDS FOR THE
PROJECT WERE RECEIVED ON MARCH 23,2000, AND A LOW
BID OF $221,878.05 WAS AWARDED TO COOPER CONSTRUCTION
COMPANY. CONSTRUCTION IS TO START ON JUNE 19,2000,
WITH A COMPLETION DATE OF DECEMBER 15,2000.
NOTE: SEE ATTACHED B.
• TOWNSHIP THREE ELEMENTARY SCHOOL
ENGINEERING, DESIGN, SURVEYING, PERMITS, ETC.
ARE COMPLETE TO INSTALL A PUMPING STATION AND
FORCE MAIN FROM THE SCHOOL TO THE CITY OF SHELBY' S
MUNICIPAL SEWER SYSTEM. BIDS FOR THE PROJECT ARE TO
BE RECEIVED ON JUNE 29,2000, WITH AN ESTIMATED COST
OF $218,000.00. CONSTRUCTION IS SCHEDULED TO BEGIN
IN JULY OF 2000, WITH A COMPLETION DATE OF NOVEMBER
2000.
NOTE: SEE ATTACHMENT C

V.
• FALLSTON ELEMENTARY, BURNS HIGH AND
BURNS MIDDLE SCHOOLS
A GRANT FOR $ 2,393,368. WAS AWARDED IN JANUARY 2000,
FROM THE STATE CLEAN WATER BOND PROGRAM TO THE
TOWN OF FALLSTON FOR CONNECTING THE TOWN TO THE
CITY OF SHELBY' S MUNICIPAL SEWER SYSTEM. THE PROJECT
INCLUDES CONNECTING BURNS HIGH, BURNS MIDDLE, AND
FALLSTON ELEMENTARY SCHOOLS TO THE SYSTEM.
ENGINEERING, DESIGN WAS INITIATED IN FEBRUARY 2000.
PLANS AND SPECS WILL BE SUBMITTED IN JULY, BID OPENING
IN OCTOBER, START CONSTRUCTION IN NOVEMBER, WITH A
COMPLETION DATE DUNE 20001. THE CLEVELAND COUNTY
SCHOOLS HAS OBLIGATED $ 300,000. TOWARD THE COST OF
THE PROJECT.
NOTE: SEE ATTACHMENT D
CASAR ELEMENTARY SCHOOL
AS WE REQUESTED IN OUR CORRESPONDENCE OF APRIL
21, 2000 ( ENCLOSED) WE ARE IN THE PROCESS OF
UPGRADING THE EXISTING SAND FILTER WITH A RE-
CIRCULATING HEADER TYPE SAND FILTER AND AN
ULTRAVIOLET DISINFECTION SYSTEM. CONSTRUCTION
IS EXPECTED TO START IN AUGUST 2000, WITH A
COMPLETION DATE OF AUGUST OF 2001.
NOTE: SEE ATTACHMENT E .

vveanesaay, uune ut, [uuu o;zv Am UaCM ik ASSCCIMS /U4-464-31t9
IA Odom
u
&Associates
Engineering, Inc-
June 6, 2000
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar. Springs Church Road
Shelby, NC 28152
RE: CREST SCHOOL PROJECT SCHEDULE
Dear Larry:
Construction was started on the Crest School Sewer Project on April 12, 2000. All permits have
been issued. Work is scheduled to be completed on October 12,.2000. Please contact our office
if you have any questions.
Sincerely,
David W. Odom, P.E.
Odom & Associates Engineering, Inc.
1506-2 East Dixon Boulevard 9 Shelby, North Carolina 28152 0 [phone] • Fax [phone]
p.03

4190 Hwwy. 16 South a Newton, NC 2866513 . [phone] Fax (824) 4f-_z o74
ab;S c
May 25, 2000
Cooper Construction Company, Inc.
PG Box 806
Hendersonville, NC 28791
Subject: Notice to Proceed
Pumping Station and Eorcemain
To serve
Washington Elementary School
Cleveland County Schools
Gentlemen:
You are hereby given notice to proceed with the work sander this contract on or before
Lie 1 R , 2000 and to fully complete all work within 180 consecutive calendar
days or by i�,-,c. 1 :5' , 2000.
Please contact us if you have any questions regarding this matter.
Very truly yours,
Recil H. Wright, PE
RH.WIdw
Q\clevelaad co schoo1s\289-001\docu\NTP.doc
CIVIL ENGINEERS

A�tfi�t�A g
CLEVELAND _COUNTY BOARD OF EDUCATION ITEM NUMBER 4
MEETING dGENDA ITEM ENCLOSURES 1
Policy `Code: 6050 Date: May 1, 2000
Bids for th'e Washington Math and Science Immersion School
Subject Forcemain. acid Pumping Station Project
Policy X Reason for
Operations Consideration: Action
Larry. McIntyre, Director of Plant Operations, will present the bids for the
Washington Math and Science Immersion School Forcemain and Pumping
Station project (to install a forcemain and pump. stations from the school to
the city of Cherryville's, municipal sewer system) which were received on
March 23-, 2000, for the Board's consideration. A bid tabulation sheet is
attached for your review.
The Superintendent recommends that the Board approve the low bid of
$221,878.05 submitted by Cooper Construction Company from
Hendersonville, NC.

••�—••���"71 ��••� �• , wvv vcw r.�m vVVlll a /'1JJVNgLCJ iv4-4o4-�!!y
Odom�I �E
n: Associates'
Engineering, Inc.
June 5, 2000
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
RE: TOWNSHIP #3 SCHOOL PROJECT SCHEDULE
Dear Larry:.
�jttR�Hm�ivf �
Please note updated project schedule for Township No. 3 Elementary School Sewer Project,
Also, please find below, the status of all of the permits for this project. If you have any
questions, please do not -hesitate to contact me.
Expected Sewer Permit Approval Date June 16, 2000
Bid Project June 29, 2000
Begin Construction July 13, 2000
Complete Construction November 3, 2000
Sewer Application Submitted to state. One set of corrections have already been mailed back
to the state. We checked status on 5/25. Engineer stated that he is waiting
on comments from. the Regional Office. Should be approved upon receipt
of those.
Army Corp Permit Approval letter sent to owner 5/31/00.
Encroachment Delivered to City of Shelby 5/30. Upon signature, we will deliver to you
Agreement for signature and then to NCDOT. Approximately 3 weeks until approval
from NCDOT.
Sincerely,
UR '. -
David W. Odom, P.E.
1506-2 East Dixon Boulevard 0 Shelby, North Carolina 28152 0 [phone] • Fax [phone]

„w,� .ur, �w„G ���� �• , I �Ivl vuUm a /AbbWiates /U4-404-3/ tV
p.02
NC RURAL ECONOMIC, DEVELOPMENT CENTER, INC.
Unsewered Communities Program Alu -
Grantee Name: Town of Fallston
Date: June 14 2000
Proposed Date Actual nafA 1
Application Submital
Completed
AP211cation Approval
Completed'
RC Contract Executed
6/23/2000
Initiate Desi n Work
2/1/2000
Plans and Specs Submitted
7/31/2000
Environmental Assessment
Submitted
n/a
Permits Issued
9/15/2000
Property Acquisition
Completed
9/15/2000
Advertise
9/15/2000
Bid Opening
10/15/2000
Notice of Award
' 10/22/2000
rreconstruction/ Notice to
Proceed 11 /1 /2000
Start Construction 11/16/2000
Complete Construction 5/15/2001
Certificate of Completion and
Closeout 6/15/2001
Prepared by: David W: Odom, P.E.

Dewberry & Davis, Inc. ENGINEERS -PLANNERS -SURVEYORS.
560
VoiceLexington Ave. • Charlotte, 2- 288 Mcl
Voice 704-342-0401 Fax [phone] www.dewberry.com
May 15, 2000
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, NC 28152
Reference: Wastewater Treatment Facilities
Casar Elementary School
Dewberry & Davis, Inc. Project No. C0011
Dear Mr. McIntyre:
This is confirm our telephone conversation relative to completing the required engineering services
for the wastewater treatment system improvements for Casar Elementary School. This revised scope
of work will be completed under the existing D&D Project for "SOC Improvements, Seven
Schools".
D&D previously provided design for improvements to Wastewater Treatment Facilities for seven
(7) Cleveland County schools. The necessary regulatory approvals were also obtained; however, the
projects did not proceed to the bid or construction phases. It has now been determined that six (6)
of these schools can be served by connection to municipal systems, leaving Casar Elementary School
as the remaining project requiring biding and construction. Cleveland County Schools desires to
proceed with the Casar project as designed and approved (discharge to an existing zero -flow stream).
To complete the project certain revisions to the original plans and specifications will be required.
Revisions to the Authorization to Construct issued by the Division of Water Quality (DWQ), and
bid/construction phase services will also be required.
To complete this project, the following are modifications to the project scope:
Plan Revisions and Regulatory Contact
1. Revise the plans and specifications for the previous seven (7) Cleveland County School
project to reflect modifications only the Casar Elementary School.
2. Request DWQ to revise the previously issued Authorization to Construct for the one
school project and correction of the approved method for disinfection.
Bid Phase Services
Upon authorization from the Client to proceed, D&D will provide the following bid phase services:
1. Assist in project bid advertising to include (a) an advertisement for Bids for the use of
Cleveland County Schools; and (b) advertisement in the AGC journal and Dodge Reports;
2. Issue Addenda as appropriate to clarify, corrector change the Contract' Documents.
Dewberry
Dewberry & Davis UC • Dewberry Design Group Incorporated • Dewberry & Davis, Inc • Goodkind & O'Dea, Inc • Dewberry Technologies Inc. • TOLK, Inc

Cleveland County Schools
Casar Elementary Wastewater Facilities
May 15, 2000
Page 2 of 2
3. Attend the bid opening, prepare Bid Tabulation Sheet and assist Client in evaluating bids and
awarding contract.
4. Provide Contract Documents for execution by Contractor and Cleveland County Schools.
Construction Administration & Observation Services
After execution of Contract Documents by the Client, D&D will provide the following construction
phase services:
1. Provide construction progress reports to the Client.
2. Review and approve contractor pay requests and forward to Client for payment.
3. Perform intermittent (not daily) Construction Observation visits to the site during
construction in coordination with the Client's Inspectors to determine if the work performed
by the Contractor meets specifications.
The engineering services provided will be considered a continuation of the D&D Project Proposal
dated 8/26/98 for "SOC Improvements, Seven Schools".
Respectfully submitted,
DEWBERRY &�DAVIS
Evander H. Rowell, P.E.
Vice President/Office Manager
EIWsw SAPROJECTS\C0011\corresp\C1evCasar.doc
Accepted
Name
,7r
itle
Date
y� Dewberry

pr
CLEVELAND COUNTY SCHOOLS jq f f /iGki�AH- e
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
APRIL 21,2000
MR. MIKE PARKER, P.E.
N.C. DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
919 NORTH MAIN STREET
MOORESVILLE, NORTH CAROLINA 28115
RE: UPGRADE TO SAND FILTER TREATMENT PLANT AT
CASAR ELEMENTARY SCHOOL
IN OUR TELEPHONE CONVERSATION ON APRIL 20,2000, YOU
REQUESTED THAT I WRITE YOU A REVIEW OF THE PROCESS
USED TO EVALUATE THE DECISION TO UPGRADE THE EXISTING
SAND FILTER AS REQUIRED $Y THE S.O.C. AT CASAR ELEMENTARY
SCHOOL.
DURING 1998 THE CLEVELAND COUNTY SCHOOLS WAS EXPLORING
THE POSSIBILITY OF INSTALLING AN UNDERGROUND NITRIFICATION
SYSTEM AT CASAR ELEMENTARY SCHOOL. ENGINEERING AND SOIL
TESTING WERE DONE ON TWO PIECES OF PROPERTY ADJACENT TO
THE SCHOOL PROPERTY; ONE PROPERTY WAS NOT ACCEPTABLE,
THE OTHER CONTINUED TO BE CRITIQUED AND EVALUATED BY
AUTHORITIES. BECAUSE OF TIME INVOLVED WITH APPROVALS
AND COST INVOLVED WITH THE PROPERTY, NEGOTIATIONS ON
THE PROPERTY FELL THROUGH AND WE WERE TOLD TO VACATE
THE PROPERTY.

pr
ON MAY 10,1999, THE CLEVELAND COUNTY SCHOOLS RECEIVED
AUTHORIZATIONS TO CONSTRUCT APPROVALS FOR THE UPGRADES
TO EIGHT OF OUR SCHOOLS' S WAS PLANTS AS REQUIRED
BY THE S.O.C.'S. CASAR WAS INCLUDED IN THE APPROVALS: IT'S
PROJECT NUMBER IS 066397ACA. AS YOU ARE AWARE, WE WERE
READY TO BID ALL EIGHT OF THE CONSTRUCTION UPGRADE
CONTRACTS WHEN OPPORTUNITIES BEGAN TO PRESENT THEM-
SELVES, WITH POSSIBILITIES OF CONNECTIONS TO MUNICIPAL
SEWER SYSTEMS. SINCE TBEN, SEVEN OF THE EIGHT SYSTEMS
HAVE EITHER STARTED CONSTRUCTION, OR WILL SIGN CONTRACTS
VERY SOON THEREBY ELEMONATING DISCHARGE PERMITS WITH
THE EXCEPTION OF CASAR. WITH CASAR BEING THE ONLY
REMAINING SCHOOL REQUIRED TO BE PERMITTED, THE SCHOOL
BOARD DECIDED TO TRY AGAIN TO EXPLORE THE POSSIBILITY OF
AN UNDERGROUND NITRIFICATION SYSTEM. THE PROPERTY
OWNERS WILL NOT WILLFULLY SELL THEIR PROPERTY, SO BEFORE
CONDEMNATION, I DECIDED TO AGAIN CONTACT MR. STEPHEN
BERKOWITZ AT THE RALEIGH OFFICE OF NCDENR AS TO POSSIBLE
PROPERTY APPROVALS. IN A TELEPHONE CONVERSATION ON
MARCH 31,2000, MR. BERKOWITZ INDICATED A LOT MORE
ENGINEERING, SOIL TESTINGS, SURVEYING, LOCATING, AND
TOPOGRAPHY WOULD BE REQUIRED ALONG WITH THE POSSIBILITY
OF REQUIRING UPGRADING AND USE OF THE EXISTING SAND FILTER
AS A PRE-TREATMENT FOR THE NITRIFICATION SYSTEM BEFORE
THE APPROVALS COULD BE ISSUED.
BECAUSE OF ALL UNCERTAINTIES INVOLVED, THE TRVIE REQUIRED
FOR APPROVALS, THE CONDEMNATION OF OUR NEIGHBOR'S
PROPERTY, NOT BEING ABLE TO ELR IINATE THE PRESENT SAND
FILTER, AND BALLOONING COSTS ( NOW APPROACHING $400,000.00 )
NOT INCLUDING PROPERTY OR ATTORNEY FEES, AN UNDERGROUND
NITRIFICATION SYSTEM MAY NOT BE THE BEST OPTION.
IT IS NOW THE OPINION OF THE SCHOOL BOARD THAT OUR REQUEST
TO YOU WOULD BE TO UPGRADE THE EXISTING SAND FILTER WITH
A RE -CIRCULATING HEADER TYPE SAND FILTER AND AN ULTRA-
VIOLET DISINFECTION SYSTEM: AUTHORIZATION TO CONSTRUCT
PROJECT NUMBER IS 066397ACA.

THE ESTIMATED BUDGET FOR THIS PROJECT IS BETWEEN $150,000.00
AND $175,000.00 AND THE SCHEDULE REMAINS THE SAME: START
CONSTRUCTION AUGUST 1, 2000 AND COMPLETION DATE AUGUST 1,
2001.
IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION,
PLEASE CALL ME AT [phone].
SINCERELY,
olal , ""b(L
01.,6 . , 9�
LARRY MCINTYRE
DIRECTOR OF PLANT OPERATIONS

FV
MEMO TO:
FROM:
PREPARED BY
Shannon Langley
Rex Gleason
Michael Parker y
DIVISION OF WATER QUALITY
July 6, 2000
SUBJECT: Stipulated Penalty Demand
Cleveland County Schools
Burns High School
NPDES Permit No. NC0066486
Burns Middle School
NPDES Permit No. NC0066389
Crest Middle School
NPDES Permit No. NC0066460
Crest High School
NPDES Permit No. NC0066401
d Township 3 Elementary School
NPDES Permit No. NC0066435
Washington Elementary School
NPDES Permit No. NC0066451
EMC SOC WQ 98-001
Cleveland County
The purpose of this memo is to document the violations of interim limits as contained in the
subject SOC for the months of November, December, 1999, and January, February, and March 2000.
The violations are as follows:
Burns High School
Reported
Limit
Month
Parameter
Value/Unit
Value/Unit/Type
January
TSR
48.8 mg/1
40.0 mg/1/SOC/mon. ave.
January
TSR
130.0 mg/1
60.0 mg/1/SOC/daily max.
February
BOD5
41.4 mg/1
40.0 mg/l/SOC/mon. ave.
February
BOD5
63.0 mg/1
60.0 mg/1/SOC/daily max.
Burns Middle School
Reported
Month
Parameter Value/Unit
December
TSR
65.0 mg/1
December
TSR
94.0 mg/1
February
TSR
140.6 mg/1
February
TSR
450.0/84.0/260.0 mg/1
Limit
V alue/Unit/Type
40.0 mg/l/SOC/mon. ave.
60.0 mg/1/SOC/daily max.
40.0 mg/1/SOC/mon. ave.
60.0 mg/1/SOC/daily max.

FIr
Cleveland County Schools Demand Letters
Page Two
Crest Middle School
Reported . Limit
Month Parameter Value/Unit Value/Unit/Type
November TSR 133.2 mg/1 40.0 mg/l/SOC/mon. ave.
November TSR 230.0/310.0/78.0 mg/1 60.0 mg/l/SOC/daily max.
Crest High School
Reported
Limit
Month
Parameter
Value/Unit
Value/Unit/Type
December
TSR
51.0 mg/1
40.0 mg/1/SOC/mon. ave.
December
TSR
80.0 mg/1
60.0 mg/l/SOC/daily max.
Township 3 Elementary School
Reported
Limit
Month
Parameter
Value/Unit
Value/Unit/Type
January
TSR
61.25 mg/l
40.0 mg/l/SOC/mon. ave.
January
TSR
200.0 mg/l
60.0 mg/1/SOC/daily max.
February
TSR
65.6 mg/1
40.0 mg/I/SOC/mon. ave.
February
TSR
110.0/160.0 mg/1
60.0 mg/l/SOC/daily max
March
TSR
130.0 mg/1
60.0 mg/l/SOC/daily max.
Washington
Elementary School
Reported
Limit
Month
Parameter
Value/Unit
Value/Unit/Type
February
NH3 as N
18.0 mg/1
10.0 mg/1/SOC/mon. ave.

Cleveland County Schools Demand Letter
Page Three
A response received from Mr. Larry McIntyre, Director of Plant Operations, Cleveland
County School System (CCSS), concerning the violations has been reviewed (see attached copy). In
the response, Mr. McIntyre indicates that the violations occurred as the result of cold weather, flow
continuity, and mechanical failures which affected treatment plant efficiency resulting in the SOC
interim limitation violations.
It should be noted that some of the violations are considered very significant when compared
to the Permit and SOC limits. This Office recommends that the Division collect the stipulated
penalties.
Please advise if further information is needed.
Enclosure
hAenflccssoc.dem

pr
r7
CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
Mr. Michael Parker, Water Quality Supervisor
Division of Water Quality
NCDNR
919 North Main Street
Mooresville, NC 28115
Re: Your letter dated, May 19, 2000
Notice of Violation
Thank you for the opportunity to respond to your letter. Due to the problems of
the past , we have paid strict attention to the operations of the several Wastewater
Treatment Plants operated by the Cleveland County Schools. That being evident
by the self monitoring reports of the previous three months, where we had no
violations.
As you are aware there are situations that occur which we have little or no control
over. Such as Weather, Flow Continuity, and Mechanical Failures. At Burns High
we had a timer to fail which shut the air pumps down for an undetermined length of
time. After this was discovered, it was repaired promptly. A pump motor had to
be replaced at this school in February.
ILMD rho
The closing of schools during the holidays and teacher work days also has played
a part in the at times unsuccessful operations of these plants. After each such event,
we have hired tankers to bring in solids for the purpose of re -seeding. And of course
it may take a few days for the process to settle out. During these times, violations will
occur unintentionally.
From the List of violations it appears that TSR has been the main problem of concerns
that we have had and which we believe we have solved by strict attention to details.
You also have listed three violations for ammonia at Washington Elementary School.
We believe the limits for ammonia at this school during the winter months to be 15.0 mg/l.
If this is incorrect, please advise.

Page 2, Mr. Michael Parker
We would hope that these factors would be considered when contemplating any penalties
against the School District. As you know we have expended a great sum of money in
order to close these facilities on a permanent basis soon. Crest High School and Crest
Middle School probably will not resume operations when the new school year begins.
Township Number Three Elementary and Washington Elementary Schools' treatment
plants will close shortly thereafter.
We thank you very much for your considerations in this matter.
Sincerely,,
Donald F. Rhom
Wastewater Consultant
fLarry
cIn e
Director of Plant Operations
Cleveland County Schools

NORTH CAROLINA DEPARTMENT OF
Rja
ENVIRONMENT AND NATURAL RESOURCES
a
MC®ENR
DIVISION OF WATER QUALITY
DEC 1 4 2000
E7Z" »
Mr. Larry McIntyre
e i`1A°I['FJPnAL RW
JAMES B. HUNT JR.
Cleveland County Schools
GOVERNOR
866 Popular Springs Church Road
DEC ti�lali o
Shelby, North Carolina 28152
BILL HOLMAN
Subject: Special Order by Consent
:1" h,11Y1IkU Naln'1"�
SECRETARY
EMC WQ 98-01 AdI
Clevland County
Dear Mr. McIntyre:
KERR T. STEVENS
DIRECTOR
Attached for your records is a copy of the signed Special Order by consent approved
by the Environmental Management Commission.
The terms and conditions of the Order are in full effect, and you are reminded that all
final permit limits contained in the permit must be met except those modified by the
conditions of the Order. The Order also contains an upfront penalty of $9007.21,
which is already paid.
Pursuant to amended North Carolina General Statute 143-215.3D, effective January
1, 1999, water quality fees have been revised to include an annual fee for any permit
covered under a Special Order by Consent in addition to the annual fee for the
permit. Each School will be subject to a fee of $250.00 on a yearly basis while
under this order, in addition to an annual permit fee of $715.00 for each. The school
system will be billed for this at a later date.
If you have questions concerning this matter, please contact Marcia Lieber at
[phone] ext. 530.
Sincerely,
t2tz�.
Kerr T. Stevens
Attachment:
cc: nal_Off ce M1?-Qw/xattael mment
Mike Hom, EPA w/ attachment
SOC Files w/ attachment
Central Files w/ attachment
Jeanne Phillips
2 '�0 • 'I. 0
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617
Website: h2o.enr.state.mus PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF )
NORTH CAROLINA
) SPECIAL ORDER BY CONSENT
NPDES PERMITS
) EMC WQ NO.98-001 AD I
HELD BY CLEVELAND
)
COUNTY SCHOOLS AS
)
IDENTIFIED IN
)
SECTION 1 (a) BELOW
)
Pursuant to provisions of North Carolina General Statutes 143-215.2, this Special Order by Consent is
made and entered into by the Cleveland County Board of Education, hereafter referred to as CCS
(Cleveland County Schools), and the North Carolina Environmental Management Commission, an
agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. CCS and the Commission hereby stipulate the following:
(a) That CCS holds the following North Carolina NPDES Permits for making outlets to
waters of this State as. required pursuant to NCGS 1.43-215.1 a:
NPDES Permit No. School
NC0066486­
Burns High School
NCO066389
Bums Middle School
NCO066397
Casar Elementary School
NCO066401
Crest High School
NCO066460
Crest Middle School
NCO066419
Fallston Elementary School
NCO066435
Township Three Elementary School
NCO066451
Washington Elementary School
(b) That CCS is unable to comply with the final effluent limitations found in Part I.A. of
the respective Permits, as shown below, without construction and proper operation of
additional wastewater treatment facilities:

�J
SOC EMC WQ 98-001 AD I
Page 2
School
NPDES Permit No.
Parameter
Burns High School
NCO066486
BOD, TSS, NH3-N,
TRC
Burns Middle School
NCO066389
TSS, NH3-N
Casar Elementary School
NCO066397
BOD, NH3-N, TRC
Crest High School
NCO066401
TSS
Crest Middle School
NCO066460
TSS
Fallston Elementary School
NCO066419
BOD, NH3-N, TRC
Township 3 Elementary School
NCO066435
TSS, NH3-N
Washington Elementary School
NCO066451
BOD, NH3-N, TRC
(c) That noncompliance with the conditions of the Permits identified in 1(b) above
constitutes causing/contributing to pollution of waters of this State;
(d) That CCS is within the jurisdiction of the Commission as set forth in Chapter 143,
Article 21 of the North Carolina General Statutes;
(e) Since this Special Order is by Consent, neither party will file a petition for a contested
case or for judicial review concerning these items.
2. CCS, desiring to comply with conditions of the permits identified in paragraph 1(a) above, does
hereby agree to do and perform all of the following:
(a) CCS agrees to pay the North Carolina Department of Environment and Natural Resources
the sum of $9007.21 in full settlement for violations of G.S. 143-215.1 and NPDES Permits
during the period August through October, 1999. The payment shall be submitted to the
Director of the Division of Water Quality (DWQ), 1617 Mail Service Center, Raleigh, North
Carolina 27699-1617, within thirty (30) days of the signature of this document by the CCS.
The CCS agrees to waive its right to an Administrative Hearing or remission of civil penalties
for the above settlement amount. pne,f 2 -1. S- Zd p 0

SOC EMC WQ 98-001 AD I
Page 3
(b) Comply with all terms and conditions of the permits except those effluent limitations
identified in paragraph 1(b) above. See Attachment A for current monitoring requirements and
effluent limitations. In the event of a NPDES Permit modification or renewal, any effluent
limitations or monitoring requirements contained therein shall supersede those contained in
Attachments A of this Special Order by Consent, except those effluent limitations that have
been modified, as identified in paragraph 2(d) below. The permittee may also be required to
monitor for other parameters as deemed necessary by the Director in future permits or
Administrative letters.
(c) Upon signature by the CCS of the Special Order by. Consent, the CCS will be expected to
comply with all schedule dates, terms, and conditions of this document, and undertake the
following activities in accordance with the indicated time schedule:
1. Crest Middle School* - NCO066460 InC; /,9//11/0
Crest High School* - NCO066401
a) Cease discharge of the two (2) schools listed above by connecting to the City of
Shelby municipal sewer collection system on or before December 31, 2000.
2. Burns High School* - NCO066486
Burns Middle School* - NCO066389
Fallston Elementary School* - NCO066419
a) Cease discharge of the three (3) schools listed above by connecting to the City of
Shelby municipal sewer collection system on or before August 1, 2001.
3. Township.No. 3 Elementary School* - NCO066435
�67
a) Submit plans and specifications for the approval of a sewer collection system to
connect to the City of Shelby municipal sewer system on or before May 1, 2000.
b) After receiving approval of plans and specifications, begin construction on or . 01
before September 1, 2000 of a sewer collection system that will eventually M.C% #rolJ lt,
eliminate the discharge from this facility.
c) Complete construction of a sewer collection system to' connect this facility to the
City of Shelby municipal sewer collection system and eliminate the discharge on or
before March 1, 2001. r►"ET ) 11301 v J

SOC EMC WQ 98-001 AD I
4,
U
Washington Elementary School*
Page 4
NC0066451
mall 1-011 0 0
a) Cease discharge of the one (1) school listed above by connecting to the City of
Cherryville municipal sewer collection system on or before December 31, 2000.
Casar Elementary School*
NCO066397
a) Submit a feasibility study on or before May 1, 2000 on the options available for
either subsurface wastewater disposal or upgrade of the existing wastewater /►�E T S/I
treatment facilities to meet final permit effluent limits.
b) Depending on the results of the feasibility study, initiate upgrade of the existing
wastewater treatment facility in order to comply with final effluent limitations or
begin. construction of a subsurface disposal wastewater treatment system on or �9l'
before September 1, 2000.
c) Complete construction of the wastewater treatment plant modifications or
subsurface disposal system on or before March 1, 2001.
d) Attain compliance with final effluent limitations or cease discharge on or before
June 1, 2001.
* Quarterly progress reports detailing activities completed to -date as well as progress
towards completion of all activities listed in this SOC are due in the Mooresville
Regional Office on or before the fifteenth day of the month for the following months:
March, June, September, and December.
(d) During the time in which this Special Order by Consent is effective, comply with the
interim effluent limitations contained in Attachment A, except as provided for in paragraph
2(b) above should the permits be modified or renewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I, Section A
limitation page(s):

SOC EMC WQ 98-001 AD I
Page 5
Burns High Modified Limitation Current Limitation
School/
NC0066486
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
5.0 mg/L
7.5 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
10.0 mg/L
15.0 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Burns Middle Modified Limitation Current Limitation
School/
NC0066389
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
2.8 mg/L
n/a

SOC EMC WQ 98-001 AD I
Winter:
Page 6
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
12.0 mg/L
n/a
Casar
Modified Limitation
Current Limitation
Elementary
School/
NC0066397
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L

SOC EMC WQ 98-001 AD I
Page 7
Crest High
Modified Limitation
Current Limitation
School/
NC0066401
Rummer -
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Wintar-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Crest Middle
Modified Limitation
Current Limitation
School/
NC0066460
Q'nmmar-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
U%i n4ar-
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L

SOC EMC WQ 98-001 AD I
Page 8
Fallston
Modified Limitation
Current Limitation
Elementary
School/
NC0066419
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10.0 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
Monitor
n/a
17.0 ug/L
Winter -
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD.
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Township 3 Modified Limitation Current Limitation
Elementary
School/
NC0066435
Ciimmar-
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
5.0 mg/L
n/a

SOC EMC WQ 98-001 AD I
Winter:
Page 9
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
15.0 mg/L
n/a
Washington Modified Limitation Current Limitation
Elementary
School/
NCO066451
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
(e) No later than 14 calendar days after any date or time identified for accomplishment of
any activily listed in 2(b) and 2(c) above, submit to the Division Director and the Regional
remedial action(s) taken and a statement identifying the extent to which subsequent dates
or times for accomplishment of listed activities may be affected.

SOC EMC WQ 98-001 AD I
Page 10
3. CCS agrees. that unless excused under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources,
according to the following schedule for failure to meet the deadlines set out in paragraph 2(c), or
failure to attain compliance with the effluent limitations/monitoring requirements contained in
Attachments A, except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC
Failure to achieve compliance with $2000/violation
final effluent limits or failure to cease
the discharge by the scheduled date
(where applicable)
Failure to meet interim deadlines $100/day for the
for submittal of interim progress reports, first 7 days;
for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations $100 per omitted
value per parameter
4. CCS and the Commission agree that the stipulated penalties are not due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God;
b. An act of war;
C. An intentional act or omission of a third party, but this defense shall not be
available if the act or omission is that of an employee or agent of the defendant or if
the act or omission occurs in connection with a contractual relationship with the
permittee;
d. -An extraordinary event beyond the permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of the above causes.

SOC EMC WQ 98-001 AD I Page 11
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The only issue in such an action will be whether
the 30 days have elapsed.
5. Noncompliance with the terms of this Special Order By Consent is subject to enforcement
action in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-215.6C.
6. This Special Order by Consent and any terms, conditions and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachments A of this Special Order by Consent, except as modified and
contained in paragraph 2(b) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
8. This Special Order by Consent shall expire on November 30, 2001.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY: Date rV U
Superinten e --Cleveland County Schools
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
BY: Date 12-9-6o
Chairman of the Commission

ATTACHMENT A
Burns High School Permit No. NCO066486 EMC SOC WQ 98-001 AD I I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until August 1, 2001, the permittee
is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by the
permittee as specified•below;
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg.
Daily Max.
Frequency
Type
Location
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BObs
40.0 mg/1
60.0 mg/1
Weekly
Grab
E
Total Suspended Solids
40.0 mg/1
60.0 mg/1
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Dissolved Oxygen**
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
pH ***
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream 50
feet, D-Downstream
0.1 mile but
above Burns Jr.
High
outfall
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
***The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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ATTACHMENT A Crest High School Permit No. NC0066401
EMC SOC WO 98-001 AD I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Monthly Avg.
Flow
0.0175 MGD
BOD5, 5 day, 200C
30.0 mg/l
Total Suspended Solids
40.0 mg1l
NH3-N
Fecal Coliform
200/100 ml
Total Residual Chlorine
Temperature
Conductivity
Dissolved Oxygen
pH-**
*Sample locations: E- Effluent, I -Influent
Weekly Avg. Daily Max.
45.0 mg/L
60.0 mg/L
400.0/100 ml
Measurement
Sample
*Sample
Frequency
Type
Location
Weekly
Instantaneous
I or E
Weekly
Grab
E
Weekly
Grab
E
2/Month
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab-
U, D
Weekly
Grab
U,D
Weekly
Grab
E
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Crest Middle School Permit No. NC0066460
EMC SOC WQ 98-001 AD I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent Characteristics
Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg. Daily Max. Frequency Type Location
Flow
0.02 MGD
Weekly
Instantaneous
I or E
BODs, 5 day, 20°C
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
Total Suspended Solids
40.0 mg/l
60.0 mg/L
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine'
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity.
Weekly
Grab
U,D
pH**
Weekly
Grab
E
Dissolved Oxygen***
Weekly
Grab
E,U,D
*Sample locations: E- Effluent, U-Upstream, I -Influent
**The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
***The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
3Monitoring requirement only applies if chlorine is added for disinfection.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Fallston Elementary School Permit No. KC0066419
EMC SOC WQ 98-001 AD I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until August 1, 2001, the Permittee
is authorized to discharge from outfall(s) serial.number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg.
Daily Max.
Frequency
Type
Location
Flow
0.008 MGD
Weekly
Instantaneous I or E
BOD$, 5 day, 20-C
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total Suspended Solids
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31)
10.0 mg/1
Monthly
Grab
E
NH3-N (November 1-March 31)
15.0 mg/1
Monthly
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
pH**
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream above discharge point, D-Downstream 300 feet below the
discharge point.
**The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Township Three Elementary School Permit No. NCO066435
EMC SOC WO 98-001 AD I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until March 1, 2001, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent Characteristics Discharge Limitations
Flow
BOD5, 5 day, 20°C
Total Suspended Solids
NK3-N
Dissolved Oxygen**
Fecal Coliform
Total Residual Chlorine
Temperature
Conductivity
pH**
Monthly Avg. Weekly Avg. Daily Max.
0.0075 MGD
30.0 mg/l 45.0 mg/L
40.0 mg/1 60.0 mg/L
200/100 ml 400/100 ml
ni orinq
Requirements
Measurement
Sample
*Sample
Frequency
Type
Location
Weekly
Instantaneous
I or E
Weekly
Grab
E
Weekly
Grab
E
2/Month
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
E,U,D
Weekly
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
E,U,D
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream 100.feet below the discharge point
**The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHbJENT A
Washington Elementary School Permit No. NCO066451
EMC SOC WQ 98-001 AD I
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000,
the
Permittee is authorized to discharge from
outfall(s) serial number 001. Such
discharges shall be
limited and
monitored
by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring Requirements
Measurement
Sample
*Sample
Monthly Avg.
Weekly Avg. Daily Max.
Frequency
Type
Location
Flow 0.0045 MGD
Weekly
Instantaneous I or E
BODs, 5 day, 20°C 30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total Suspended Solids 30.0 mg/l
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-Octaber 31) 10.0 mg/1
2 /Month
Grab
E
NK3-N (Nov®ber 1-March 31) 15. 0 mg/1
2 /Month
Grab
E
Fecal Coliform 200/100 ml
40.0.0/100 ml 2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
- Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
PH**
2/Month Grab E
*Sample locations: E- Effluent, I -Influent, U-Upstream above discharge
point'when there is
flow, D-Downstream
100
feet below the discharge point.
**The pH shall not be less than 6.0
standard units nor greater than 9.0
standard units.
There shall be no discharge of floating solids or visible foam in other
than trace amounts.

ATTACHMENT A
Casar Elementary School Permit No. MC0066397
EMC SOC WQ 98-001 AD I
T
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
J
During the period beginning on the effective date of this Special Order and lasting until June 1, 2001, the Permittee is
authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent Characteristics
Monthly Avg.
Flow
0.0066 MGD
BOD5
30.0 m7/1
Total
Suspended Solids
30.0 mg/l
NH3-N
(April 1-october 31)
10.0 mg/1
NH3-N
(November 1-March 31)
15.0 m9/1
Fecal
Coliform
200/100 ml
Total Residual Chlorine
Temperature
Conductivity
pH**
Discharge Limitations
Weekly Avg. Daily Max.
45.0 mg/L
45.0 mg/L
400/100 ml
Monitorina Reauirements
Measurement
Sample
*Sample
Frequency
Type
Location
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
Monthly
Grab
E
Monthly
Grab
E
2/Month
Grab
E,U,D
Weekly
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
U,D
2/Month
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream 0.1 mile
** The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

t4.c nv'7r. 0. P
®NviE,NT HBAI,TO,
CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY, NORTH CAROLINA 28152
FEBRUARY 24, 2000'
MARCIA LIEBER
DIVISION OF WATER QUALITY
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
DEAR MS. LIEBER:
MAR
IN A PHONE CONVERSATION ON FEBRUARY 22, 2000, WITH MR. MIKE PARKER,
OF THE MOORESVILLE OFFICE OF NCDENR, HE SUGGESTED THAT I MAIL YOU
A CHECK FOR THE UP -FRONT PENALTIES IN THE AMOUNT OF $ 9,007.21 AND TO
SEND HIM THE SIGNED COPIES OF THE SOC REVISIONS. ATTACHED ARE THE
DOCUMENTATION AND THE CHECK.
B ,It
r°i�:r
IF I CAN BE OF FURTHER ASSISTANCE, DO NOT HESITATE TO CALL ME AT (704-487-9087).
SINCERELY,
6;T�ARRY MCINTYRE
DIRECTOR OF PLANT OPERATIONS
ATTACHMENT:
CC: MR MIKE PARKER

MTV
BRANCH BANKING &TRUST COMPANY N
SHELBY, NC 28150
CLEVELAND COUNTY BOARD OF EDUCATION o. 258211.
SHELBY KInQTW CAROLING 98I59
1 66-112
LOCAL FUND EXPENSE 531
THIS CHECK VOID AFTER
60 DAYS FROM DATE
DATE
TCHECK NUMBER
02/25/001
25821A
230
-CHECK AMOUNT
PAY EXACTLY 109-16*9,007 1)(JIL.1-AME3 AND 21. C'•ENT' )' $9,007.2J,
THIS DISBURSEMENT HAS BEEN APPROVED AS
REQUIRED BY THE SCHOOL BUDGET AND
NC. DEPT ENV3:(:)FkME:NT & NATLIRAL. I % I
TO
F C
THE ICER
FINAN
ORDER 9J.9 NORTH MAJ:N STREET
OF MOORESVILI E, NC 28J.iS SFC -TAR--YT0 BOAPJ.)
fln 2513 2 1&0 1:053 101111 2 11:17062 20.0770
CLEVELAND COUNTY BOARD OF EDUCATION Local Fund UNIT -
130 SOUTH POST ROAD, SUITE 2 - SHELBY, NC 28152 General Expense Voucher NO. 230] CHECK NO.
F .258211
P/O# INVOICE AMOUNT NET AMOUNT
2.6580.4so.629.000.270.00 103563 9,007.2i
02/25/00
Q1--1ECK":: 2582J.1, TOTAL.
9,007.2J.
PAYEE SHOULD DETACH STUB AND DEPOSIT VOUCHER AT ONCE ORIGINAL
2 2000

THIS CHECK HAS AN ARTIFICIAL WATERMARK ON'BACK HOLD AT:ANGLE TO VIEW AND NUMBERING THAT PENETRATES TO BACK AS KED -"
BRANCH BANKING &TRUST COMPANY
77LEVELAND COUNTY BOARD OF EDUCATION SHELBY, INC 28150 No. 25 211
SHELBY, NORTH CAROLINA 28152
LOCAL FUND EXPENSE
PAY EXACTLY ******332 DOLLARIS A114D J,7 CENT,G)
TO N(:". DEPT ENVIERME—N T & NATURAL.
THE RESC)URCES
ORDER
OF
66-112
531
THIS CHECK VOID AFTER
60 DAYS FROM DATE
2-30
mmol
.$332. 17
THIS DISBURSEMENT HAS BEEN APPROVED AS
REQUIRED BY THE SCHOOL. BUDGET AND
FINANCE FFICER
zi
. DATE
CHECK NUMBER'
02/25/(iol
258212
Ill 2S13-2 L 2111 1:053 LOLL 2 Dom 0062 20077v
CLEVELAND COUNTY BOARD OF EDUCATION Local Fund UNIT —
130 SOUTH POST ROAD, SUITE 2 - SHELBY, NC 28152 General Expense Voucher NO. F 258212
230] CHECK NO.
AMOUNT
2.6!580.480.629.000a270.00 1 (X3'%516'7 332.17
02/25/00 CI-IECK-111.: 25821.2 TO'! AL. 3,32.17
PAYEE SHOULD DETACH STUB AND DEPOSIT
0 NATljTR'tL iIiEA' LT91
R
RCEs
2 200
0
US

r
STATUS OF UPGRADES TO SEWER SYSTEMS
FOR THE CLEVE,LAND COUNTY SCHOOLS
SPRINGMORE ELEMENTARY SCHOOL
N.C.
il RA
yet
PINSIOII OF;dlf'E;�PAL IIf9nGE.EaT
C OOREVIItE AEGRIM, OIsI9E
BIDS FOR INSTALLING A PUMPING STATION, FORCE MAIN
AND A GRAVITY SEWER EXPANSION LINE TO THE TOWN OF
BOILING SPRINGS WERE. RECEIVED ON JANUARY 10,2000.
THE LOW BID OF $1689446.35 WAS AWARDED TO CAROLINA
CONSTRUCTION OF RUTIERFORDTON, NORTH CAROLINA
ON FEBRUARY 1,2000. CONSTRUCTION WAS TO BEGIN WITH
A COMPLETION DATE OF APRIL 1,2000.
CREST HIGH AND CREST MIDDLE SCHOOLS
THE ENGINEERING, DESIGN, . SURVEYING, ETC. HAVE BEEN
COMPLETED TO INSTALL A PUMPING STATION AND. FORCE
MAIN FROM THE TWO CREST .SCHOOLS TO THE CITY OF
SHELBY'S MUNICIPAL SEWER SYSTEM. BIDS ARE TO BE
RECEIVED IN MARCH, CONSTRUCTION TO BEGIN IN APRIL
AND, COMPLETION IN AUGUST. THE CLEVELAND COUNTY
SCHOOL'S PORTION OF THE COST OF THE SYSTEM IS
$3009000.00.

rry
• WASHINGTON ELEMENTARY SCHOOL
THE ENGINEERING, DESIGN, SURVEYING, ETC. HAVE BEEN
COMPLETED TO INSTALL A PUMPING STATION AND FORCE
MAIN FROM WASHINGTON ELEMENTARY TO THE CITY OF
CHERRYVILLE'S MUNICIPAL SEWER SYSTEM. THE PRINTS
AND SPECIFICATIONS ARE CURRENTLY BEING REVIEWED BY
THE STATE AUTHORITIES FOR APPROVAL. BIDDING IS
EXPECTED TO BE IN APRIL• , 2000. CONSTRUCTION TO
BEGIN IN MAY, WITH COMPLETION IN DECEMBER.
THE ESTIMATED COST FOR CONSTRUCTION IS $204,100.00.
THE BOARD ATTORNEY IS CURRENTLY NEGOTIATING
RIGHT OF WAY AGREEMENTS WITH TWO PROPERTY OWNERS.
• TOWNSHIP THREE ELEMENTARY SCHOOL
.AN ENGINEER WAS CONTRACTED IN JANUARY 2000 TO
DEVELOP PRINTS AND SPECIFICATIONS TO INSTALL A
PUMPING STATION AND A FORCE MAIN FROM THE SCHOOL
TO THE CITY OF SHELBY' S MUNICIPAL SEWER SYSTEM.
THE SCHEDULE IS TO HAVE PRINTS AND SPECIFICATIONS
TO THE STATE AUTHORITIES IN MAY 2000 FOR APPROVAL,
BID THE PROJECT IN AUGUST, BEGIN CONSTRUCTION IN
SEPTEMBER AND A COMPLETION DATE OF MARCH 2O01.
THE ESTIMATED COST OF THE PROJECT IS $1969000.00.

VIV
• FALLSTON ELEMENTARY, BURNS HIGH AND
BURNS MIDDLE SCHOOLS
A GRANT FOR $ 211393,368. WAS AWARDED IN JANUARY.2000,
FROM THE STATE CLEAN WATER BOND PROGRAM TO THE
TOWN OF FALLSTON FOR CONNECTING THE TOWN TO THE
CITY OF SHELBY' S MUNICIPAL SEWER SYSTEM. THE PROJECT
INCLUDES CONNECTING. BURNS HIGH, BURNS MIDDLE, AND
FALLSTON ELEMENTARY SCHOOLS TO THE SYSTEM.
ENGINEERING, DESIGN WAS INITIATED IN FEBRUARY 2000.
PLANS AND SPECS WILL BE SUBMITTED IN MAY, BID OPENING
IN JULY, START CONSTRUCTION IN AUGUST, COMPLETION
DATE - AUGUST 2001. THE CLEVELAND COUNTY SCHOOLS, HAS
OBLIGATED $ 300,000. TOWARD THE COST OF THE PROJECT.
• CASAR ELEMENTARY SCHOOL
TBERE ARE SEVERAL OPTIONS AVAILABLE FOR THE UPGRADE
OF THE TREATMENT PLANT AT CASAR. A FEASIBILITY STUDY
-IS BEING CONDUCTED TO DETERMINE TBE BEST SOLUTION.
A DECISION WILL HAVE TO BE MADE AND THE STATE
AUTHORITIES NOTIFIED BY MAY 1, 2000. THE SCHOOL SYSTEM
HAS UNTII, AUGUST 1,2001 TO COMPLETE CONSTRUCTION OF
TIE SEWER PROJECT. THE ESTIMATED .COST FOR THE UPGRADE
IS $ 2409000.00.

�_r
DIVISION OF WATER QUALITY
December 6, 1999
MEMORANDUM
TO: Marcia Lieber
FROM: D. Rex Gleason
PREPARED BY: Charley Schwartz CMS
SUBJECT: Stipulated Penalty Demand
Cleveland County Schools
EMC SOC WQ 98-01
Casar Elementary NC0066397
Crest High NC0066401
Crest Middle NC0066460
Cleveland County
The Cleveland County Schools identified above violated the SOC interim (modified)
limits and monitoring requirements .for NH3, TSS, Fecal and Conductivity during August and
September, 1999. This Office sent the school system a Notice of Violation (NOV) on
November 19, 1999. This Office received the school systems' response on December 6, 1999.
The NOV and response are attached.
Based on a review of the school systems' response, this Office recommends that
payment of the stipulated penalties for the violations be demanded. Please advise if further
information or action is needed.
Enclosures
CMS
H:\NPDES\1998\clevelan\soc\CCSPA999.doc

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
November 19, 1999
JAMES B. HUNT JR. CERTIFIED MAIL
GOVERNOR RETURN RECEIPT REQUESTED
Dr. Richard E. Moore, Superintendent
BILL HOLMAN Cleveland County School System
SECRETARY 866 Poplar Springs Church Road
Shelby, North Carolina 28152
Subject:
DearLl . Moore:
Notice of Violation
Cleveland County Schools
EMC SOC WQ 98-01
Casar Elem. NC0066397
Crest High NCO066401
Crest Middle NCO066460
Cleveland County
This letter is to inform you that a review of the identified schools' self -
monitoring reports for the months of August and September, 1999 indicate violations
of the Special Order by Consent (SOC) modified effluent limits and reporting
requirements as follows:
School Name
Sample
Parameter
Type of
Day/week/month
Reported
SOC limit
Point
Violation
of violation
Result
Casar Elem.
Effluent I
NH3
Monthly limit
August 1999
11.8
10
Monthly limit I
September 1999
47
40
Daily limit
9/14199 175
60
Effluent
TSS
Dailv limit 19/20/99
61
60
Fecal
Frequency
Week of 8116,
8/223 & 8/30
none
weekly
Crest High
Downstream
Conductivity
Frequency
Week of 8/16,
i
8/_2, � & 8, 30
none
weekly
Fecal
Frequency
Week of 8/16,
8/23 & 8/30
none
I
weekly
Upstream
Conductivity
Frequency
Week of 8/16,
8/-3 & 8/30
none
weekly
Fecal
I Frequency
Week of 8/16,
181-73 & 8/30
none
weekl y
Downstream
Conductivity
I Frequency
Week of 8/16,
none
weekly
8/23 & 8/30
Crest Middle
Week of 8/16,
Fecal
I Frequency
8/-3 & 8i30
none
weekly
Upstream
Conductivity
Frequency
Week of 8/16,
We & 8/1
none
weekly
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

PPPDr7Richard E. Moore
Cleveland County Schools
November 19, 1999
Page Two
You are directed to take whatever remedial actions are necessary to correct the problem.
The Special Order by Consent contains a stipulated penalty of $1,000.00 for each violation of
interim modified effluent limitations. The Special Order by Consent also contains a stipulated
penalty of $100.00 for each parameter value omitted from monitoring reports.
Paragraph 4 of the Special Order by Consent states in part that the stipulated penalties are
not due if the Cleveland County School System satisfies the Division that noncompliance was
caused by events or circumstances beyond the school system's control.
If you have justification that any of the violations were caused by events or circumstances
beyond the School System's control, you must reply in writing to the Mooresville Regional
Office within ten (10) days after receipt of this Notice. Your justification will be reviewed and a
recommendation forwarded to the Director for his consideration. In the absence of such
justification, this Office shall proceed with a recommendation that the Director demand payment
of the stipulated penalty as included in the Special Order by Consent.
If you have any questions concerning this matter, please contact me at the letterhead
address or 704/663-1699.
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
CMS
H:\NPDES\ 1998\Clevelan\8&999nov.doc

pp-
-06-1999
MON 01:31 PM CLEVELAND COUNTY SCHOOLS FAX NO. 704 487 8943 P. 02
CLEVEi.,kND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRING CRURCH ROAD
SHELBY, NC 29152
DECEMBER 6,1999
D. REX GLEASON
WATER QUALITY REGIONAL SUPERVISOR
MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET
MOORESVILLE , N.C. 29115
DEAR MR. GLEASON'.
RE. 4'OUR LETTER DATED NOVEMBBR 19,1999
THE VIOLATIONS THAT OCCURRED AT CASAR ELEMENTARY SCHOOL CREST
MIDDLE AND CREST HIGH SCHOOLS WERE REPORTED FOR SAIvIPLTNG RESULT'S
OF AUGUST AND SEPTEMBER 1999-
As YOU ARE AWARE THESEFACILrrTES WERE CLOSED FOR THE
SUMMERDURING ANgFLOW pERYOD FOR -MAINTENANCE AND
I'AINTINCr. SCHOOL RESTARTED AT BOTH OF TI3LS -LOCATIONS
.ON AUGUST 9,1999. DUE TO TND SOMETIlVlNATLTEES�WEEKS TO GET S TYPE S
TT SOMETIMES TAKE DAYS A
PROCESS TO BF,COMB EFfE ItESULTSDIND1rEC�E F-S BF TTWITWFS WAS
So LEVELS AND THE SAME
THE CASE,
TH'E FAILURE TO SAMPLE UPSTREAM AND DOWNSTREAM WAS DUE ]N
PART TO THE DATE WE fiECETVED CE AND
TbHIL OLD PERRMITC
READ TEEM TH01,LOUGB LY TO SEETRp
IF YOU HAVE ANYFUiL'Z'HER COMtv�NTS OR QUEST]ONS Pr;BASL CALL ME AT
[phone].
S CEF�Li',
-Y-. LARR
DIRECTOR OF PLANT OPBRATTOI'IS

I'l ant Operations
-'; rings Church Road
Sher y, _N. C. 28152
Friday, December 17, 1999
Mr. D. Rex Gleason, Water Quality Regional Supervisor
NCDENR
919 North Main Street
Mooresville, NC 28115
lq.c. I)g-rr. Vol
at gaR.LFRS UR L*
pEC sq 1999
4110%ofW%*? gal��8'1
uAP�f�V�ilE oi.&ibIA 9H
Re: EMC SOC WQ 98.001 Ctl�GI4co-l`l eiv" S'G4edl S-2�, e
Dear Mr. Gleason
Since the above mentioned SOC has been in effect there have some major developments
in the situation with the Cleveland County Schools in regard to the treatment of waste
water from the schools.
Therefore we believe it would be beneficial for all parties to meet and discuss the
changes that have been made and to modify the SOC's to reflect these changes. If you are
in agreement, please let me know when it would be convenient for you and we will make
arrangements to meet with you.
You may call me at [phone]
Thank you for your considerations in this matter,
Sincerely
a
Larry M yre, Director of P ant Operations
Cleveland County Schools
866 Polar Springs Church Road
Shelby, NC 28152

ENORTH CAROLINA DEPARTMENT OF
�r ENVIRONMENT AND NATURAL RESOURCES
DENR MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
November 19, 1999
JAMES B. HUNT JR. CERTIFIED MAIL
GOVERNOR RETURN RECEIPT REOUESTED
Dr. Richard E. Moore, Superintendent
BILL HOLMAN Cleveland County School System
SECRETARY 866 Poplar Springs Church Road
Shelby, North Carolina 28152
Subject: Notice of Violation
Cleveland County Schools
EMC SOC WQ 98-01
Casar Elem. NCO066397
Crest High NCO066401
Crest Middle NCO066460
Cleveland County
Dear Mr. Moore:
This letter is to inform you that a review of the identified schools' self -
monitoring reports for the months of August and September, 1999 indicate violations
of the Special Order. by Consent (SOC) modified effluent limits and reporting
requirements as follows:
School Name
Sample
Parameter
Type of
Day/week/month
Reported
SOC limit
Point
Violation
of violation
Result
Casar Elem.
Effluent
NH3
Monthly limit
August 1999
11.8
10
Monthly limit
September 1999
47
40
Daily limit
9/14/99
75
60
Effluent
TSS
Daily limit
9/20/99
61
60
Fecal
Frequency .
Week of 8/16,
8/23 & 8/30
none
weekly
Crest High
Downstream
Conductivity
Frequency
Week of 8/16,
8/23 & 8/30
none
weekly.
Fecal
Frequency
Week of 8/16,
8/23 & 8/30
none
weekly
Upstream
Conductivity
Frequency
Week of 8/16,
8/23 & 8/30
none
weekly
Fecal
Frequency
Week of 8/16,
8/23 & 8/30
none
weekly
Downstream
Conductivity
Frequency
6, 8/1
8/23 & Week of 8/1
8/30
none
weekly
Crest Middle
Fecal
Frequency
Week of 8/16,
g/23 & 8/30
none
weekly
Upstream
Conductivity
Frequency
6, 8/1
g/23 & Week of 8/1
8/30
none
weekly
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 2811S
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Dr. Richard E. Moore
Cleveland County Schools
November 19, 1999
Page Two
You are directed to take whatever remedial actions are necessary to correct the problem.
The Special Order by Consent contains a stipulated penalty of $1,000.00,for each violation of
interim modified effluent limitations. The Special Order by Consent also contains a stipulated
penalty of $100.00 for each parameter value omitted from monitoring reports.
Paragraph 4 of the Special Order by Consent states in part that the stipulated penalties are
not due if the Cleveland County School System satisfies the Division that noncompliance was
caused by events or circumstances beyond the school system's control.
If you have justification that any of the violations were caused by events or circumstances
beyond the School System's control, you must reply in writing to the Mooresville Regional
Office within ten (10) days after receipt of this Notice. Your justification will be reviewed and a
recommendation forwarded to the Director for his consideration. In the absence of such
justification, this Office shall proceed with a recommendation that the Director demand payment
of the stipulated penalty as included in the Special Order by Consent.
If you have any questions concerning this matter, please contact me at the letterhead
address or 704/663 -1699.
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
CMS
H:\NPDES\1998\C1evelan\8&999nov.doc

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:treatment,.

State.=of:North Carolina
Department :of' Environment
and :Natural Resources
Division of Water -Quality
James -B..'Hunt, .Jr., -Governor
Wayne 'McDevitt, •Secretary
-Kerr T. -Stevens, Director
-May 10, 1999
Mr. Larry,McIntyre
'Cleveland County Schools
8600 .Poplar Springs Church Road
Shelby, North Carolina:28152
Dear Mr. McIntyre:
N�C,DEN
'NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT -AND 'NATURAL RESOURCES
Subject: .Authorizations to'Construct
'Casar Elementary-•066397ACA
Fallston Elementary -- 06641.9ACA
Burns High - 066486ACA
Crest :High .- .066401 ACB
Crest Middle - 066460ACB
Township Three -- 066435ACA
Burns:Middle -066389ACA
-,Cleveland County
The Division received .a letter of .request for Authorizations to Construct for. the above referenced facilities
on February 3, 1,999 and final plans and -specifications for the zubject.projects.have been reviewed and :found to be
,-satisfactory, .Authorization is -hereby granted for .the construction :nf facilities -at the -aforementioned -wastewater
treatment facilities. Specifically, :authorization is.granted for the construction/installation of the :following:
Bums Iliigh `School -(Project #066486ACA):
• A 50'.diameter .equalization tank with diffusers;
• Dual 160 CFMblowers;
• A 92•GPM influent.pump station;
• Dua125; gpm equalization pumps; and
• A. UV. disinfection system.
CrestI gh School Mmiect#06640.1ACB):
• A 30'.diameter-equalization tank with. diffusers;
Dual 160 CFM.blowers;
• Al05 -GPM influent;pump station;
• 'Dual 25 gpm equalization,pumps: and
• A_L Vdisinfectiowsystem.
-Crest Middle School _(Project .#066460ACB):
o A 30 diameter equalization tank with diffusers;
Dual 160-CFM :blowers;
A 115 GPM influent pump station;
Dual 25 .gpm-equahzation;pumps; ;and
• A UV disinfection system-
P.O. B=29535, Raleigh, North Carolina 27626-0535 Telephone '919=733-5083/FAX:[phone]
An Equal Opportunity Affirmative Action' Employer 50% recycled/ 10% post -consumer paper

,Cleveland County Schools
Authorizations to -Construct
Page .2 of 10
Burns Middle. -School -(Project #066389ACA):
• A 50' diameter :equalization tank :with -diffusers;
• Dual 160 CFM blowers;
• A 110 GPM-iiifluent;pump station;
• Dual 25 gpm equalization pumps; and
• A dUV disinfection system.
Township #3 Elementaiy.Schools,(Project #066435ACA):
+ A.50' diameter;equalization tank with :diffusers;
Dual 75 UM:blowers;
• A42 GP.M influent pump station;
• Dual25 gpm equalizationpumps; and . .
• A liquid chlorine :disinfection system -with metering=.equipment.
Casar .ElementarY School ;(Project #066397ACA):
• Replace,.the existing chlorine tankwith -wet well;
+ Installa new chlorine disinfection system; .and
+ Install -a new pump tank for :recirculation _through the filter.
Fallston:Elementary School (Project #066419ACA):
• 'Install.a new. pump tank for recirculation through the -filter;
• lnstall a.new UV-disitifection system; :and
• Remove the -'existing chlorine tank:from service.
Issuance .of this Authorization .to ;Construct -is contingent upon the following:
+ Where facilities :are used =as :shelters, standby ,power capable of :meeting :all toad requirements will :be provided
for -wastewater treatment facilities; .and
"Chlorination will be maintained, where ,practicable,.as a .disinfection backup system.
Additionally, :the Division .strongly recommends that continuous flow recorders be :installed at ,all'facilities to ensure
that -flows:reported:on discharge monitoring reports accurately,reflect actual flow values from -the treatment -systems.
This .Authorization to -=Construct .is issued in accordance with -Part 1I1, :Paragraph A of NPDES'Permit Nos.
NC0066401, NC0066460, NC0066486, "NC0066435, NC0066419, NC0066397, ;andNC0066389 issued :March
1., 1999; March _ 1., '1999. November :23, 1998, :November 23, `1998, :January .11, -1999, November 23, 1,998 and
January 11, 1.999 -respectively, .:and :shall ;be subject to revocation ,unless .the -wastewater :treatment -facilities are
constructed in- accordance with --the. conditions and limitations -specified in .those ;permits.
The -sludge 1generated .from these .treatment -facilities ,must :be disposed of in .accordance with =G.S.:143-
`215.1 and in a manner approved -by the North Carolina Division -of Water -Quality.
In :the :event -that .the .facilities failto perform satisfactorily, -.including she 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.reolacementwastewater_treatment or disposal facilities.
TheMooresville Regional Office, telephonenumber(704) .663-1699, 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 :mane .during the
normal office `hours from Z:00 a.m. =until 5:00 p.m. on Monday through Friday, :excluding State
..Holidays.

,Cleveland rcounzr Schools
Authorizations to Construct
Page :3.of 10
Upon completion .,61 ..construction .and prior to operation -of this .permitted 'facility, a
,certification must'be received from a professional engineer certiYying .that the permitted has
.been 'installed in accordance with the NPDES Permit, this Authorization to -'Construct and the
.approved plans and specifications. The certification should :be. mailed -to :the .attention of lUm.
Aurphy at NPDES Unit, P.D. Box 29555,.Raleigh, NC 27626-0555.
Upon :classification of .the facility'by .the .Certification Commission, the Permittee :shall :employ a .certified
wastewater :treatment:plant .operator lobe 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 Certification Commission. The .Permittee must -also :employ .a
.certified back-up ;operator of :the appropriate type and ;grade .to T.comply with the conditions cof Title" 15A, .Chapter
SA, ..0202. The �ORC .of the -facility must visit -each 'Class I facility -at least weekly and each Class --II, .III, and IV
'facility atleast: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 Title 15A, -Chapter 48A, ..0202. =Once ,the
facility is :classified, the Permittee must -submit a letter -to the 'Certification Commission. which designates :the
.operator in:responsible:charge within thirty days.after:the wastewater.treatment facilitiesare ;-50% complete.
The ,Operational -.Agreement between .the Permittee and ;the Environmental Management :Commission .is
incorporated `herein .by reference --and is .a .condition . of this :Permit. Noncompliance with .the :terms of :the
Operational Agreement zhall subject the Permittee to allsanctions provided -by,G. =S. 143=215.6-for -violation of .or
failure to:act:in accordance with -.the terms -and conditions,of this Permit.
Failure .to abide by the :requirements contained in this Authorization -to .Construct -may subject the Permittee
.to,an enforcement ,action :by the 'Division .of Water Quality in accordance with 'North Carolina'General Statute 143-
21.5.6A -to 143 2:15.-K.
The -issuance of this Authorization to Construct. does not ,preclude the Permittee :from :complying with :any
and •allstatutes, roles, regulations, or,ordinances which maybe imposed'by other government -,agencies (local, state,
and federal) which have jurisdiction.
- One '(:1) set -.of approved .plans and -specifications :is being `forwarded to :you. The Permittee -shall maintain a
..copy of the .approved ,plans and specifications �on :file for the life. of the facility. :If you `have .any questions or need
additional information, -please -contact Mark 'McIntire. telephone.number:[phone],:extension.555.
-Sincerel
'r`^Merr T. Stevens
cc: 'Central Iles
:NPDES'.Unit, Permit File
Mooresville:Regioml Office, Water Quality
Technical Assistance :and Certification .Unit

4190 Hwy. 16 South - Newton, NC 28658 - (828) 465-220.5 - Fax .[phone]
July 1, .1999
Mr. Larry McIntyre; Director of Plant Operations
Cleveland County Schools -
:866.Popular Springs Church Road
Shelby NC 28152
Engineering -Proposal
'Washington -Elementary School
Pump'station and Forcemain
'City ldfCherryVille
Dear Mr. McIntyre:
Wright and Associates is pleased to present -thisproposal loyou :as we discussed:on July
1,1999. We have prepared :acontract, which outlines the proposed -services and:a1so list,
the proposed fees. Also attached is'a -work sheetshowing -how we arrived at The proposed
fees.
Jt is .our understanding that the ,project will cons'ist,of apumping stationlocated .on whocil
-property, approximately 10,200'of forceniaifi and sewer near,
,possi
the - connection to the existing 1,City sewer on •Old Post Road. Our.:estimate of the
:construction cost -of-the facilities is, 186,200. This is possibly a bit more than you were $ possi
thinking probably because of the -gravitysection ofthe sewer. Wewillneed to,lookat the.
:61infination,ofthis -section bymsing1orcemainall the way if possible.andif youthink -this
is desirable.
'The -draftcontract -contains -the services -needed :to prepare the plans ,and 'specs, bidding
and other ?elated construction services :including .one time per week site visits :(on the
average). Thelotalpro 900 & 3 1 posed fee is 317, broken.down to, 14 20 orthe design phase
and $3.,580 4hr;construction xeview. We have-not -included :construction observation in
this --draft, _notiknowingifyou -desire :this -service. -We have however :given .you :some idea
:as to the cost -of different 'levels of thisservice as -shown _on the work :sheet. We .can
-discuss w.hether yowwould 'like -to indlude:this -service and at what'leve'l -as -you desire.
We hope you find:this _proposal :acceptable. We will :be :glad -to answer "any -questions .you
bave:regarding this' matter. Thank .you :again :for this opporturfity.
Very truly yours,
Recilli. Wright, PE
Attachments
41JOeveland County Schoolst789-60.1/dGcu/propoW
'CIVILENGINEERS

ENGINEERING PROPOSAL WORK SHEET
WASHINGTON SCHOOL
F777_7
CLEVELAND COUNTY SCHOOLS
Estimated Construction Cost
Cforcerfiain
10,200' -
$'a'i.C*M- J4
110,200
Gravity Sewer
12W
$30.00tft
36000
Pumping Sta
•40,000
Total'Estimated
=f
Calculation
-of Design and Constmwfion Review Fee
Method -1 Per foot and :per sheet
Survey Cost
11,42M$015'.
�9890
Engirmering
13 Sheets Q 650fsheet
_8450
Estimated Fee
Method .2-Percentage:of construction_ cost
;:Estimated 6—mR. Cost
I
4186,200:
Percentage (per Rural :S iods)
,9.44%1
(see attached)
EstimatedTee
Proposed :Design -.,Fee
IM19-0-0
i
'WRmHT.-AssomA-rEs
4190 Hw)F16 south
Newton.-MCMW
-626-465-2205

OU 11�02-99 -03=,54"P
P -'04
Calculation
of Inspection Fee( if -desired)
Construction Contract Time
3 mlonft
Estimated Acti-JACtIve:CormtrucHan Days
.34
Estimated -Ins pecUonfee-Based on:
'Full Time Q:8 br-May
$8,160.
112- Time 4 hr I day
.4080
.2 days perweek
'2000
--WRIWJkSWCIATES
,419OHwy 16Soh
NwAm, -NC 28M
�546&22M

sheetl
Cleveland County Schools Plant Operations
666 Poplar Springs Church Road
Shelby, North -Carolina 25152
Mr. Harlow L. Brown, P.E.
City Engineer
City of Shelby
Box 207 Washington :at Graham -Street
Shelby, NC 28150-0207
RE: bequest To Tie Sewer System.at Township Three Elementary School
Into the City of Shelby's Municipal .Sewer System
Dear Mr. Brown,
Through conversations at our recent meetings I was :told that the City of Shelby may be
interested in receiving domestic waste from Township Three Elementary School into
the City of Shelby's municipal sewer system.
We are currently permitted for up to 7,500 gallons -per daffy discharge from the treatment
plant. If this request is approved it is understood the Cleveland County Schools would
be responsible for all costs incurred for design and construction of the project.
Your consideration of this. request is greatly appreciated. If I can be of father assistance
or if you need additional information, please call me at 704--487-9087.
Sincerely,
v
ZLarrylcin re
Director -of -Plant -Operations
Cleveland County Schools
Page 1

CIEVELAND COUNTY SCHOOLS
-July 28, 4 999
The Rural -Center
-4021 °Carya Drive
Raleigh, North -Carolina 27610
ATTN: AdiAinistrative Services Division'
RE: FALLSTON SEWER PROJECT
To whom it may concern:
This letter is to certify that the ClevelandCounty Schools will commit
$300.000 to the Fallston Sewer Project. These funds are available
immediately.
Sincerely,
Richard E. Moore
_Superintendent .
130 South Post Road w Suite .2 v Shelby, .North Carolina .28152
Telephone [phone] • Fax [phone]

4cX#.f'A_tf - 1)
TOWN'OF BORING SPRINGS
SEWER
EXTENSION ON McBREYER-HOMESTEAD ROAD
TO SERVE NEW SCHOOL
BOMIN&SPRINGS, NORTH-CAROLINA-
-Material
Cost
'8",Ck7%*-'Sewcr
3.i680lF.@_'$25.00/d
S92;000.-00
'Man holes
14@31,20000IEA
16800.00
Boring/Encoascmont
1201Y @ 385.00dY
10,200.00
Drive R . epairs
IMMP'SUM
7,000.00
3"Forcelfain
112001-F.@1100/LF
8).400.00
Pur4p -Station *idtout
StanPower ,dby
lump -sum
40;000.00
`Subtotal
3174,400.00
:Confingencics'flOO/q)
17,400.00
Engineering f101/6)
17,400.00
Total $209,200'.00

yFLay, �.
CITY OF SHEL*,BY
BOX 207 - WASHINGTON AT GRAHAM ST.. - 'SHELBY, 'NORTH C-AROLINA 2.8151 - 0.207
Mr. Larry McIntyre July 20, 1999
Director of Plant Operations
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, North Carolina 28152
RE: EXTENSION OF CITY SEWER TRUNKLINE TO %CREST HIGH AND
.MIDDLE SCHOOLS AND SURROUNDING AREAS
Dear Mr. McIntyre,
Please be advised that the City Council unanimously approved ref. project -in concept: at
their July 19, 1999 meeting. Final approval will be subject to a formal .agreement
between the School Board and City Council. This agreement will embrace the
conditions .for the project as developed at our recent work sessions -and other details
necessary for the project to proceed.
I will schedule a meeting shortly with you, Mr. Mason and me to develop :basic
parameters for this agreement that can be forwarded .to the City .Attorney for format
and presentation to Council.
We look forward to a successful project.
Very ly yours,
arlow ro , .P.
City Engineer
HLB/mws
cc: Dee Freeman
Mike Kennedy
Hal Mason
Phil Robey
Environmental Services Department 704-484-6840 704-484-6808

City of Shelby
-Cost Estimate 'For
:Crest School Sewer Extension :Project
.Jul=99 -
Item
Unit
Unit .Price .Qty.
.Qty.
Total
1
8" Gravity Sewer
LF
$ 43.00
7000
$ '300,000.00
2
Gravity Sewer Creek Crossing
IF:
150;00
100
`$ 15,000.00
3
Pum -Station- 580 m w/,Generator:
IS
$ .223;000:00
1
'$. 223,000.00
4
'10" PVC:Force Main
LF
$ 17.00
23,000
$=3901-000.00
5
Force :Main Creek Crossing
LF -
$ 200.00..
1150
$ 30,000:00
6
20" Encased Bore
LF
,$ 100.00 -
250
:$ .25;000.00
Total Construction
$ 9831:000.00
7
Surve in /En ineerin
6%
:$ 60;000:0.0
.8
Leg al/Admin/Easements
1 %
`$ 7,000.00
9
Contingency
5%
,$ -.50,000.00
Total Project
:$1- 00-000.00
Proposed Project: Funding -:Sources
County School System
Stitzell:Development Fee
City •of.Shelby
Total
.$ 300,000.00.
:$ 50;000.00
$ 750,000.00
_$1;100;000.00
A

City of Shelby
Crest School Sewer Extension
Financial Analysis
Pump Station and Force Main to Serve Crest Schools, Stitzell Development and Surrounding Areas Including Riverbend
Alternative I - Use of Debt to Finance SM0,000 of City Cost
Project Cost $ 1;100,000
Less: School System Contribution at Inception of Project 300,000
Stitzell Contribution at Inception of Project' 50,000
Net Cost to City 750,000 .
Sewer Revenue Generated by Project
Minimum Bill
Stitzell Development (Inside -City Rates)
Crest Schools (Outside -City Rates)
Riverbend (Outside -City Rates)
Subtotal Minimum Bill
Volume Cluirge
Stitzell Development (Inside -City Rates)
Crest Schools (Outside -City Rates)
Riverbend (Outside -City Rates)
Subtotal Volume Charge
Total Sewer Revenue Generated by Project
Deferred Stitzell Contribution
Total Revenue and Deferred Stltzell Contribution
Project Costs
O&M
capital
Portion financed with Reserves
Debt Service
Subtotal Capital
Total Project Costs
FY 2000 FY 2001 FY 2002 1. FY 2003 FY 2004 FY 2005 1 FY 2006
$ - $ 1,414 $ 2,827 $ 4,241 $ 5,654 $ 7,068 $ 8,482
212 212 212 212 212 212
1,061 2,122 3,182 .4,243 .5,304 6,365
2,687 5,161 7,635 10,110 12,584. 15,059
- 4,838
9,677
14,515
19,354
24,102
29,030
- 12,600
12,600
12,600
12,600
12,600
12,600
- 3,629
7,258
10,886
14,515
18,144
21,773
- 21,067
29,534
38,002
46,469
54,936
63,403
- 23,754
34,695
45,637
56,579
67,520
78,462
10,200
10,200
10,200
10,200
10,200
10,200
$ . , - $ . 33,95.4 $ . , . _ 44,895 $ 55,837 $ 66,779. $ ..:. 77,720 $ 88,662
$ - $ 12,000 $ 12,300 $ 12,608 $ 12,023 $ 13,246 $ 13,577
250,000 - - - - - I
-
40,121 40,121 40,121 40,121 40,121 40,121
250,000 40,121 40,121 40,121 40il21 40,121 40,121
$ . 250,000 $ .. 52.121.. $ 52,421 $ 52,729..$.. ._ .53,044 $. . 53;367 $ 53,698
Stitzell committed to contributing $100,000 toward the cost of this project, $50,000 of which would be paid upfront. The remaining
$50,000 will be paid at a rate of $510 pet development unit upon issuance of building permit.

City of Shelby.
Crest School Sewer Extension
Financial Analysis
PumpStation and Force Main to Serve Crest Schoois; Stitzell Development and Surrounding Areas including Riverbend
•
Alternative 2 - Use of Debt to Finance Entlre City Cost
Project Cost S 066,000
Less: School System Contribution at Inception of Project 300,000
Stitzell Contribution at Inception otProjecti 50,000
Net Cost to City ,..750,000 .
Sewer Revenue Generated by Project
Miniinti it Bill
Stitzell Development (Inside -City Rates)
Crest Schools (Outside -City Rates)
Riverbend (Outside -City Rates)
Subtotal Minimum Bill
Volume Charge
Stitzell Development (Inside -City Rates)
Crest Schools (Outside -City Rates)
Riverbend (inside -City Rates)
Subtotal Volume Charge
Total Sewer Revenue Generated by Project
Deferred Stltzeli Contributlon
Total k6entie and Deferred Stitzell Contribution
Project Costs
O&M
S9aw
Portion financed with Reserves
Debt Service
Subtotal Cajiital
Total Project Costs
FY 2000 FY 2001 FY 2002 FY 2003 FY_. 2004 FY_2005 FY 2006
$ - $ 1,414 $ 2,827 $ 4;241 $ . 5;654 $ 7,068 $ 8,482
212 212 212 212 212 212
1,061 2,122 3,182 4,243 5,304... .6,365
2,687 5;161 7,635 10;110 12,584. 15,059
- 4,838
9,671
14;515
19,354
24,192
29,030
12,600
12,600
12,600
12,600
12,600
12,600
- 3,620
7,258
10,886.
,..14,515
18J44
21,773.
- 21,067
29,534
38,002
46,469
54,936
63403
- 23,754
34,695
45,631
56,00
67,520
18,462
- 10,200.
10,200
10,200
10,206
16,200
10;200
$ 5 33;954. $ 44,895 $ 55,837. ..$ ,.•,....66;779„ $, ._77;720 $ 88,662
$ - $ 12,000 $ 12,300 $ 12,608 $ 12;923 $ 13;246 $ ' i 3;577
60,182 60,182 60;182 60,182 60,182 _ 60,182
60,182 60,182 60,182 60,182 60;182 60,182
$ _..=... $ , ... ,.: 74182 . $ .r .: 74482, $ 72;789 : $..; ., , ,. 73;105 ..$ . , :.....73,428 .. $ , .. 73,759..
tStitzeh committed to contributing $106,000 toward the cost otthis project, $50,000 of which would be paid upfront. Th6 remaining
$56,000.00 will be paid at a rate of $510 perrd6L6lopinent Unit tlpon issuance otbuilding petmit.
9
.0

City of Shelby
Crest School Sewer Extension
Financial Analysis
Stitzell Annexation
I FY 2000
I
FY 2001 1
FY 2002 1
.
FY 2003, 1
FY 2004 . �.
FY 2005
. FY 2006
Revenue
Solid Waste
$ -
$
636
$
1,272
$
1,068 $
2,544 $
3,180
$ 3,816
Ad Valorem Taxes
-
23,767
36,480
49,192
61;905
74,617
81,330
Sales and Use Tax
-
21,250
42,500
63,150
85,000
106,250.
127,500
Utilities Franchise Tax
_
14,000
28,000
42,000
56,000 .
70,000 .
84,000
Total Revenue
$ , =_,
_
$
. ... 59,653
$
_ .108,252:.
$,_
... 156,850., . $
_ ., 205,-449 ,. $
. 254,047
$ . 302,646
Costs
9�cM
Police
$ -
$
30,000
$
30,750
$
31,519 $
32,307 $
33,114
$ 33;942
Solid Waste
-
20,000
20,500
21,013
21,538
22,076
22,628
VFD Compensation
10,000
20,000
.20,000
20,000
20,000
. 20,000
Subtotal O&M
-
60,000
71,250
72,531
73,845
75,191
76,570
Capiw
Police
-
25,000
,
26,875
-
Subtotal Capital
-
25,000
-
-
26,875
-
-
Total Costs
$ , _... -
$
85,000 _
$
. _....71,250
$
_. _. 71,531. , $..
_ ..100,726 $
75,191
$ 76,570
0

ASSUMPTIONS
Residential Usage per Month (1,000 gallons)
Schools Usage -per Month (1,000 gallons)
Riverbend Area Usage,per Month (1,000 gallons)
Number of units in Stitzell Development at buildout in FY 2006
Rate of buildout Stitzell Developments
No..of homes in Riverbend
Riverbend population assuming
Rate of sewerconnections in *Riverbend
Riverbend Real Property Assessed Value
Personal Property Assessed Value
City Tax Rate
Tax Collection -Rate
Per capita Sales and Use Tax Revenue
Per.capita Utilities Franchise Tax Revenue
Inflation Rate for O&M growth
No growth assumed
Minimum Charge
Volume Charge per 1,000 gallons
Qntside-City Sewer -Rates
Minimum Charge
Volume Charge per 1,000 gallons
Customer Charge
Volume Charge per 1,000 gallons
First 15,000 gallons
Over 15,000 gallons
Customer Charge
Volume Charge per-1,000 gallons
First 15,OOO.gallons
15,001 to 10,000,000 gallons
Over 10,000,000 gallons
Monthly Solid Waste Charge
12
416.67
4,200
120
20 /year beginning in FY 2001
-91
2.5 ,persons1home 228
. 10 /year beginning in FY 2001
12,410,493
8.000 /home 728.000
0.0047
0.98
S 4425
-280
2.5%
5.89
1.68
8.84
2.52
5.05
1.37
1.02
8.84
239
1:78
1 A9
2.65

PROPOSED
PUMP STATION
GRAVITY
SEWER
FbRcIt
MAIN
SCHEDULE
A-11 84 GRAVITY (8`iliZil- SITE)
T� �T
A 6' GRAVITY LINE (jR: HIGH)
'A 2-13 a ; GRAVITY LINE (§R. HIGH)
11 INSTALL 580gprh DUPLEX PUMPS
134' 16" FORCE MAIN 14j500 A;
C--D 10" FORCE MAIN It,= it.
D-F" RIVER CROSSING
0jorrf & associates
eqqineepjnq, inc.
006=2 -Es DIXON BLVDi
SHELBY, NC 28159
(704)4,84"3778
DATE:07-13-991
SCALE: NTS
DRAWING No.: CRESTSEW
SHEET I OF I

12
—, ;A 1
Vg- � W
Ut 14- THuRBIJAY JULY 22j, 1090
TME RUCI RAr e
p.bi
.
®l iacenoew,er ru ems
r7
i.
McIntyre said the county He said the systems at
oil and
SEWER FROM 1A school system has two licensed Burns High; Casaf, Fall§t
"It was fine We had to pay,'), Washington eleftlentaries pose
*a8te-water technicians Oft they
potential special problems because
McSwain said. "The staff, As well As tW6, trucks;
, are much greater and b­uipmbjit� and othbt expenses empty into no or. jo*-flbw
for fines q
much heavier." sti%eatn§;
to deal With sbWe'h
With bight schools ;in 'd of That means requirements
He said another year Of nee
potential fines would be torgiv- ii ridej_:. are tighter than for Waste flow -
can doffib-intb constant maintenance; River, or
ihg into the Broad
en if the county McIntyre said the tethilkian"s I .
L A another larger body..
compliance within the two-year travel an average of iOO miles
time frame set by the state: It's, a stat.0-Wide. problem
i. with the' �_i fall day servicing those systems; I
aid the biggest and a rural problem;"
"We met m lAs McIntyre„ he main
d really realized out new sYs�schools is main- He said one of t
sue facing the
t the coihpli- is things monitored by the state is
an tem wouldn't be
tonahce because the system is
am said
ante standards," McSW J designed .to work seven days a the BOD, or biological oxygen
about state regulators. "They But demand.
Week, 24 hours .,q day.
said when the BOD lev-
gave, us a two-yeat consent to a week; Craft
operate until we could get our schools run five days fish kills could
oper making it hard to keep helpful els are high,
systems changed around ..,. to bacteria in the systems. occur. Those levels rise When
get them where they Would ,It's hard to -keep the bugs the bugs or bacteria in the sys
comply." terns Are killed;
But McSWdin isn't making alivThose "bugs" are actually McSWAin said the county
any guarantees. And, he. said, new tests are beginning Aug. I bacteria that eat and help schools don't receive any sPe-
process the waste, said cial consideration come budget
I time for the mess they're in;
that will require the county I y
I McIntyre.
schools to keep even tighter, He said after Christmas or "Capital dollars don't have
tabs on its waste. Easter breaks; testing levels Are to be dealt out based on a per
Larry McIntyre, director of student basis," he said, tom -
usually high because some bdc- Q
the bnting on the Way .commis
plant operations for said
died and the system m
Cleveland County �chbolsj said terra have. i sioners and .the public often
have to make deals isn't at full capacity. Those high.
the schools levels could throw the system look at school dollars. "It's an
can find them. bkpensiV6 process.
Where they of compliance, 0
Along 7 with Crest Middle And out "It's not something that we
w "We don't have any way to
id Want to deal with but it's some
schools, the city Also is said
. I dispose Of , sewer;'' Handle;" said
extending service to 120 McIntyre, "and it's not a cheap thing we ,have to $
r
7. planned homesites at a cost to situation to correct: We're McSwahi-
"It's almost iihPossi-
the developer of $100,00.0. going to have to do something." ble.'j
"We have no bargaining Environmental Technician He said the county schools
ai h need other things —technology,
power," he said. d. "Shelby as no . Phil Craft, Who works for the
incentive to take us unless, they schools, said. the high schools more cla§srooihs and building.
can take someone else too; and Township No. 3 Elementary improvements.
between a rock And A., McSWain said Crest High
We're bet are among the oldest systems
hard place." up and 'running. heeds a new roof; .something
that wo
falls wel
update si
"It to
educatin;
McSwair
choice."

Cleveland County -Schools Plant' Operations
.866 poplar SpringsChurch Road
.Shelby, North Carolina 28152
May 18,1999
Ms. Janice Hovis
City Manager
116 S. Mountain Street
Chenyvilie, North Carolina 28201
RE: Request from the Cleveland County -Schools toConnect Washington Elementary
`School tothe-City,ofCherryville.Municipal 'Sewer -System
Dear Ms. Hovis:
I appreciate you and David Blackburn taking time out from -your busy schedules -to talk to
Don Rhom and me in your office on May 14311999, During our .visit we perceived the
impression that possibly Washington Elementary .School'ssewer .system could be connected
to the city,of Cherryville's sewer disposal system, wbich'is approximately L8 miles from the
school.
The Cleveland County Board ofEducation:is baving;an-extremely difficult time insecuring
new NPDES discharge. permits for Washington Elementary School because of phosphorus
effluent limitations and the expense of the treatment facilities that would be required to
achieve compliance.
Our request would be for up to 9,000 gallons per day <of domestic type sewer :discharge,
five days per week, nine months .per year.
If this request is:approved, all cost incurred for-theproject engineering, surveying, line
construction, pump -stations, etc, wouldbe-the.responsitiility ofthe°Cleveland County
Board ofEducation.
Your consideration of this request :is greatly appreciated. HI-.can'be of further:assistance
or if you -need additional information, please call '704-487-9087.
Sincerely,
(7'
Larry McIntyre
Director of Plant Operations
Cleveland County :Schools

City of-CAmyvill
116 South 'Mountain Strut
:NORTH CAROLINA 28021 -
July 12, 1999
OFFICE .OF CITY CLERK
Mr. I�arry''McIntyre
,Director .of Plant. Operations
-Cleveland'County Schools
866 Poplar Springs Church Road
Shelby, :North 'Carolina 281-52
Dear Mr. McIntyre;
Please be advised that .the Cherryville City -Council,, meeting
in regular :session on .June 14:, .1999, unanimously approved the
request by -Cleveland County Schools to connect Washington
Elementary :School to the City -of -Chervyville'ts sewer system. `This
approval was given subject to all technical concerns being
addressed 'and approved by the City Manager and the iCity Engineer.,
in the final contract agreement -
If you have any questions tconcerning :this matter., or ,:action
that was taken., please let me ]know..
.Sincerely„
U��/LGQ�J
Teresa
City eClerk

�ity
of Chenyuille
116 South Mountain Street
NORTH CAROLINA 28021
Phone: [phone]
FAX [phone]
July 12,-1999
:OFFICE OF CRY MANAGER
mr- Larry McIntyre
DireCtor.1.0f Plant :0perations,
Cleveland-County:Schools
S 66 Poplar Springs Church Road
.Shelby., Worth -Carolina 28152 "
Subject: 'Washington Elementary School
Connection to.cherryville.Sewer.System
Dear -.Mr- McIntyre-:
In response .- to your .,:±nquiry --as to the -r-equx-rementb, .- .for
ryVi
connection to the -Cher lie. sewer- system and the :main poi . _-W�s that
.
-need .:to - be :.covered. . in the. .-contract between the - ,City: -and the
Cleveland fCounty Board ,of Education IBOBY, 'we _,provide the
following:
3.. No ;connection is to be made Ito .the zy.stem without permission of
the -City.
2- :Cherryville is willing to -work with the schools to -obtain a
NCDCYT-encroachment agreement by applying for the encroachment
in the -City,, s -name- However,, the BOB -must be willing to save
'harmless -and indemnify the 'C±ty,on any and :all accounts arising
from this matter-
3- The BOB will pay for any and all cost associated with -the
installation -of this ..system to pump wastewater f rom Vashington
to the City Is -.-system including `but :not limited -to -,construction,
engineering., rights -of -way,, surveying, regulatory fees., etc-.
4- Theapplication-and permits from DENR will be Inthe BOB name.
-The City willprovidea flow acceptance letter for submission
with the application_-'
5..- The BOB will pay a -monthly -charge for :discharge =of -the
-from Washington The rate, of �charge
wastewater ' ter shington ---to the .City_
,will be, the outside :',City sewer -rates.. 'The BOB --.(-or the -Upper
Cleveland 4County Sanitary District) will. provide 'the dater

w .G
page 2
McIntyre
7-12-99
meter readings to the .City from which the.sewer charge will
be -calculated..,
,6. The BOE will be responsible for correction.of any odor
problems.
7. The BOB will own and maintain the entire system fromWashington
to the -connection point °with the-City-
S. If there _are any sections -of gravity -sewer_-, -the °City reserves
the right to .use those sections for -connections -of future
customers.
9_ The BOE will obtain any and all rights -of -way on private
property required for installation of the :system.
10. The quantity of -wastewater :that you wish to discharge to the
-City must be :specified.
These -should be the :main ;points ;covered in the contract.. 'We
may however have come -additional items to .add _as the review of the
contract occurs. We would prefer that your attorney prepare a
draft for ,our review_
:Please let me know if you need additional information .as we
move forward with the :Schools ;to solve this problem_
rs truly,
ice xs.,
°City Manager
JH:tr
cc- Wright & Associates

WE
Announcement of
rJ� Triennial Re�rievv=of::Surface!/ater Quality f
hPric: — rr;
.Standards & classifications
Public .Hearings Set _for :September & °October, 1999
The N.C. Department of Environment and'Natural Resources on :behalf -of the. Environmental
Management Commission (EMC) will conduct three. public_hearings in order to receive public
comments on the proposed changes .to the surface water quality 7standards:and classifications
rules and three variances from surface water -quality standards. These proposed ohanges :and the
variance review are being put forth as .part _of the TriennialReview:of surface water quality
standards and classifications.
PUBLIC "HEARINGS
LOCATIONS: Catawba Valley Community'College eCarteret Community. College Archdale Building
Auditorium (Main Campus) Joslyn. -Hall Ground Floor HearingRm
2550 HWY 70SE .3505 Arendell:Street 512 N. Salisbury St.
Hickory, NC 'Morehead.City,-NC Raleigh, NC
(See section on additional information for directions.)
DATE: September 30, 1999 'October.5,1999 October 7,1999
TIME: 6:30 p.m. 6:30 p.m.
(Sign in begins -at 6:00-p m. at.all locations.)
BACKGROUND
.6:30 p.m.
Every three years the State is required by the Federal ,Clean Water Act to review its •surface
water quality standards and classifications to :determinedf changes :are needed and, if necessary,
to make those changes. The Federal--Clean'WaterAct also requires .the.review :of any variances _to
surface water quality standards every -threey.ears.'This-triennial period covers 1997 through
1999.
These recommendations were pulled together:.by.the Triennial Review Advisory -.Committee
(TRAC). The TRAC is a group of approximately 31 stakeholders .that came together beginning
in June of 1997 to determine what, if ean,y, modifications -were :needed -to the surface water quality
classifications and standards
The TRAC's final recommendations were presented to :the Water Quality Committee (WQC)
of the Environmental Management Commission,.(EMC) in May 1999. The WQC made one
modification and recommended that the rules proceed -to the full EMC with a request to go to
rule -making. In .July 1999, the EMC voted unanimously, ..to;go _forward with the rule .changes as
proposed by the WQC.

SUMMARY OF THE
.PR®POSED RULE CHANGES
This summary provides
the TRAC's rationale for the proposed changes. The actual rule
language is included at
the end of this announcement.
Considerations. for
This proposed new .rule .requires :the :development ..of site -specific
Federally -Listed
management strategies .to protect or improve water quality at sites
Threatened or
where federally listed threatened -or endangered aquatic animals :occur.
Endangered Aquatic
Animal.Species - I5A
The :site=specific management strategies .are to be developed under 15A
NCAC 2B .0225 for waters with excellent water quality and under 15A
NCAC 2B :0T 10
NCAC 2B .0227 .for waters with good, good -fair, and fair water quality
ratings :as .determined by ,physical, -.biological and chemical sampling.
The .Division foresees developing -.these management strategies with
,assistance from .other state and federal :agencies..All management plans
would 'be .developed within -the basinwideplanning schedule _and would
require :rule -making and public .input. The TRAC determined .that this
process would allow additional management strategies to address
nonpoint sources. Most -of :the :species :to be protected under this rule
are mollusks and _are -very -susceptible to sedimentation impacts due to
nonpoint .-activities.
Nutrient Sensitive
This proposed rule modification requires the development of site -
Waters -15A NCAC
specific management strategies -to protect or improve water .quality at
2B ..0223(c), (e) & (fl.
.sites where nutrient overenrichment :is resulting in nuisance growths of
aquatic vegetation. Changes -are being_proposed to clarify that other
chemical parameters, as :deemed _appropriate by the Commission may
be considered nutrients (2B .0223(c) and (2B .0223(e)). This language
is :already present in -the rule. The change removes some of .the
wordiness of the .current rule. Only _those chemical parameters that
'have been identified 'in peer -reviewed literature as nutrients will 'be
recommended: for use by the Commission .as nutrients.
Paragraphs (e) .and .(f) .are -being replaced with language requiring that
the nutrient -standards :for NSW areas be developed -based on the needs
of .the .individual water bodies. The :current definition of background
concentrations used in paragraph (e) is 'vague .and does not reflect
historic implementation of -the rule nor the language found in recent
state legislation, -General 'Statute (GS) '143-215.8B (BB 515), regarding
nutrient sensitive waters .and their protection. GS 143-215.8E requires
the, Commission .to -develop nutrient reduction goals for each NSW area
such that improvements in water.quality.are.achieved.
Action Levels for
This proposed change clarifies how dissolved metals .may be used for
Toxic Substances-
determining permits limits for copper, zinc, iron, .and silver. The
Metals (Copper.,
chemistry of these metals determines their toxicity. EPA has
Zinc, .Iron & Silver) -
recognized this fact 'and has developed ;procedures for determining the
15A NCAC2B -
toxic .forms of -these -metals. The use of dissolved metals as .the most
:0211 (4) :&_'0220(4)
representative toxic form has increased in recent years as 'the .analytical
methodologies for determining .dissolved .metals have improved. -Our
action level -standards already .allow the .use of dissolved metals studies.
The changes proposed provide guidance on how to conduct the studies
Page 2 of 10

Color :Narrative Standard Variance ;(-based -on Tennessee standard).
Blue Ridge Paper Products Incorporated, formerly known as _Champion International
.Corporation, is required -,to reduce color in their discharge such that the true color.of the Pigeon
.River at the NC/TN.stateline.does not exceed.50 true color units at all flows equal to or greater
than 126.cfs.at-the Hepco "Gaging -Station. The substance causing the color in the discharge is
.not bioaccumulative_and:the facility has been passing their whole effluent toxicity limit.. The
variance requires continuedstudy., evaluation and implementation of color reduction processes as
well .as further. reductions in the allowable instream color under the variance. Blue Ridge Paper
Products's permit .expires November 30, 2001..
.A more detailed description .all .three variances :is available from the Internet -at
http://h2o.enr.state.nc.us/wghome.html. Look for -the link. -referring to the Triennial Review=of
Water, utility'Standards'and.Classifications. You may also contact Dianne Reid -of the Water
-Quality Planning Branch at the :address below for:a hardcopy of the information package.
SHOW TO SUBMIT CO.•MMENTS
The purpose of this announcement is .to encourage those interested in this proposal,and in -the
variances to:provide:comments. You may either make relevant verbal comments at .the public
hearing(s) or :submit written .comments, data or other pertinent information by November •8,
1999.
The Hearing Officer may limit the length of time that you may speak at the public -hearing, if
necessary., so -that .all those who. wish -to.speakmay.have. an opportunity .to-do.so. We encourage
.you to submit -written comments :as well.
The Environmental .Management -Commission is very interested in all comments pertaining
to the proposed reclassification. All persons interested and potentially affected by the proposals
or variancesare -strongly encouraged to readthis:entire announcement and make comments on
.the proposed changes and variances. 'The E1VIC may not adopt..a rule .that differs substantially
-from the .text•of-the proposed.iule published -in the North Carolina Register unless the EMC
publishes the text of the proposed _different rule and accepts comments .on the new text .(see
-General =Statute 19B 21.2'(g)).
The proposed effective date for -the final .rules pursuant to this. -hearing process -is August 1,
2000. Written:comments maybe:submittedto Dianne Reid.of the Water Quality. Manning -
Branch .at theaddress listed below.
FO:R;ADDITIONAL INFORMATION
Copies of •current rules -[15A NCAC 2B . 0100, ' 0200, :.& ..:0300]:.can `.be found on the :Internet
,at: httpJIh'2o_enr.state.nc:us7Rules/ruleindexsht ml.
.Further -.explanations_and .details --on the proposed changes and variances maybe obtained
,online -at^http://h2o.enr.statenc:us/wghome.htrnl .orby-writing or.calling:
D]ANNE REID
DIVISION, OF WATER QUALITY PLANNING BRANCH
DEPT OF ENVIRONMENT :& NATURAL RESOURCES
1617 MAIL -SERVICE -CENTER
RALEIGHNC 27699-1617
[phone]:extension 568
Page 4 of 10

growths which .the Commission in its discretion finds to substantially impair the use of the water
for its best usage as determined by the classification applied to such waters.
(b) NSW may include any or all waterswithin a particular river basin as the Commission deems
necessary to effectively.control excessive growths of microscopic or macroscopic vegetation.
(c) For the purpose of this Rule, the term "nutrients" shall mean phosphorous or.n-,ege*. T� :When
eensideFinb
nitrogen or any tother chemical parameter
or combination of parameters which the Commission determines to be contributing to excessive
growths of microscopic or macroscopic vegetation.
(d) Those waters additionally classified as nutrient sensitive :shall be identified in .the appropriate
schedule of classifications as referenced in Section .0300 of this Subchapter.
(e) -For- the puTese of this Rule, the tefm b §ha4! mean the ,
#alm.b a into aseeunt seasana4 vaTiations, 1 of ro . \l 111 o ;f' 11 ll L+ Z1' L11r t nts upstT-eam + ' t
h
(e)-Nutrient strategies applicable to NSW.shall be developed by the Commission to control the
magnitude, duration, or frequencies ,of -excessive growths of microscopic or macroscopic
vegetation so that the existing and designated uses lof the waterbody are protected or restored
(1) is !he
result of natufal:vaFiatiens,--eT
b
health, safety or- welfare
and that the iner-ease
b
Authority•will include G.S.143-215.8B
2B .:0211 YRESHWATER WATER �QUALITYSTANDARDS -FOR CLASS !C WATERS
(4) Action Levels for Toxic :Substances: if the Action Levels for any of the -substances listed
in .this :Subparagraph (which :are generally .not bioaccumulative -and have variable toxicity —to
aquatic life because,of chemical form, solubility, stream characteristics or associated waste
characteristics) :are determined by the waste load allocation to be .exceeded in a receiving water
by:a:discharge.under:the specified low flow criterion. for -toxic :substances (Rule..0206 in this
Section), the discharger will be required _to monitor the chemical orbiological .effects �of .the
discharge; efforts shall be made by all dischargers to reduce or eliminate these substances from
their. effluents. Those substances for which .Action Levels are listed in this .Subparagraph will .be
limited .as appropriate in the NPDES permit based on the Action Levels listed in this
.Subparagraph if -sufficient-information (to be determined for metals 'by measurements .of that
portion •of the dissolved instream concentration of the Action Level parameter attributable to a
specific NPDES permitted discharge) exists to indicate that any of those -substances may be a
significant causative factor resulting in toxicity from the erg effluent. NPDES permit limits
may be based on translation -of the -toxic form to total recoverable metals. 'Studies used .to deter-
minethe toxic form or translators must'be designed according to "Water;Quality Standards
Handbook Second Edition" published -by the Environmental Protection Agency (EPA 823-B-94-
.005a) or " The Metals Translator: Guidance For Calculating.a Total Recoverable Permit Limit
From .a Dissolvedfriterion" published by the Environmental Protection Agency (EPA 823-B-
,96=007) which .are hereby incorporated by reference including any subsequent amendments. The
Director -will consider conformance to EPA guidance as well as the presence of environmental
conditions that'limitthe applicability of translators in approving the use of metal translators.
Page 6 of 10

Recoverable Permit Limit From -a Dissolved -Criterion" published by the
Environmental Protection Agency (EPA 823 B=96-007) which are hereby
incorporated by reference including any subsequent amendments. The Director will
consider conformance'to EPA guidance as well as the presence .of environmental
conditions that limit the applicability of translators in ,approving the use of metal
translators:
(3)(1)(xi) .Nickel: 88:ug/l;_attainment.ofthis water -quality standard in surface waters will be
based on measurement�of total recoverable metals concentrations unless appropriate
studies have been conducted to translate total recoverable metals to a toxic form.
Studies used to determine -the toxic form or translators must:be:designed according to
the "water Quality Standards Handbook:Second Edition" published by -the
Environmental Protection Agency (EPA 823 B-94-005a) or" The Metals Translator:
Guidance For Calculating a Total Recoverable Permit Limit From :a Dissolved
Criterion" published by the Environmental Protection Agency (EPA 823-B=96-007)
Which are hereby incorporated by reference including :any subsequent amendments
The Director will :consider conformance to EPA guidance as well.as the presence of
environmental conditions that limit the applicability of translators in approving the
:use of metal translators.
2B _0220 TIDAL SALTWATER 4QUALITY STANDARDS FOR CLASS SC WATERS
(3)(m)(ii) Cadmium: 5.-0 ug/l; attainment -of this water quality standard in surface waters will
be based on measurement of total recoverable metals .concentrations .unless
.appropriate studies have been conducted to translate total recoverable metals to a
toxic form. Studies used to determine the toxic form or translators mustbe:desi-ned
according to the "Water Quality Standards Handbook:Second Edition" published bx
the Environmental Protection Agency (EPA 823-B-94-005a) or "The Metals
Translator.: -Guidance ForCalculating -a Total Recoverable Permit Limit From a
.Dissolved,Criterion published.bythe Environmental Protection Agency (EPA 823-
B-96-007) which arebereby inco orated by reference :includin :an subsequent
amendments. The Director will consider conformance to EPA .guidance as well as
the presence of -environmental conditions that limit the .applicability of translators in
:approvinn the,use of metal translators.
.(3)(m)(vii) Nickel::8.3 ug1l; attainment of this water quality standard in _surface waters will be
based on measurement -of total recoverable metals concentrations unless appropriate
studies have :been conducted to translate -total recoverable metals to.a toxic form.
'Studies used to determine the toxic form or -translators must :be designed according_to
the "Water Ouality'Standards Handbook Second Edition" published by the
Environmental Protection Agency (EPA 823 B-94-005a) or "The Metals Translator:
-Guidance For Calculating:a Total Recoverable Permit Limit From a Dissolved
Criterion" published by the Environmental Protection Agency -(EPA 823-B-96-007)
which are hereby incorporated-byreference including an subsequent amendments.
The Director will considerconformance to EPA guidance as well .as the presence of
environmental conditions that limit the applicability of translators in approving the
use of metal translators.
2B . z0225 OUTSTANDING RESOURCE °WATERS . .
(e)(7) In -the following Aesignated waterbodies, :the .only -type of.:new or .expanded marina that
:shall :be allowed shall be those marinas located. in upland basin .areas, or --those with less than 38
1_0 slips, :having no boats over 21 feet in length :and no boats with heads. The only new or
Page 8 of 10

most point on Dudley Island, then southwest along the shoreline of Dudley Island -to the
eastern tip of Bear Island
(D)The Masonboro Sound Area (Cape Fear River Basin) including all waters between the
Barrier Islands and the mainland from Carolina Beach Inlet to Masonboro Inlet.
1100 copies of this public document .were printed at a cost of $192..72 or $.18.per copy
Paue 10 of 10

State of North Carolina S
Department of Environment
and Natural ResourcesJae
.Division of Water Quality A,
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
August 16, 1999
MEMORANDUM
To:
Melba McGee
Through:
John Dome
From:
John Hennessy �
Subject:
Comments on the EA for the improvements to US 74 (Independence Boulevard) from SR
2940 (Eastwav Drive) to Sharon Amity Road in Mecklenburg County (U-209F), Federal
Aid Project No. FR-18-2(17), State Project No. 8.1671001, TIP Project No. U-209F,
DENR Project Number OOE-0037.
This office has reviewed the referenced document. The Division of Water Quality (DWQ) is responsible
for the issuance of the Section 401 Water Quality Certification for activities that impact Waters of the U.S., .
including wetlands. It is our understanding that the preferredalternative, as presented in the EA, will not
result in any impacts to jurisdictional wetlands and streams. In the event that`future investigations reveal
impacts to jurisdictional areas, the DWQ offers the following comments based on review of the
aforementioned document:
A) After the selection of the preferred alternative and prior to an issuance of the 401 Water Quality
Certification, the NCDOT is respectfully reminded that they will need to demonstrate the
avoidance and minimization of impacts to wetlands (and streams) to .the maximum extent practical.
Should the impacts to jurisdictional wetlands exceed 1.0 acres, mitigation may be required in
accordance with NCDWQ -Wetland Rules { 15ANCAC 2H.0506.(h)(2) }. _
B) In accordance with the NCDWQ Wetlands Rules (15A NCAC 2H.0506(b)(6) ), mitigation will be
required for impacts of greater than 1501inear feet to any single perennial stream. In -the -event that
mitigation is required, the mitigation planshould be designed to replace -appropriate lost.functions
.and values. In accordance with the.NCDWQ Wetlands.Rules (15A NCAC 2H.0506 (h)(3) ), the
Wetland Restoration Program may be available-for.use as stream mitigation.
C) Where streams must be crossed, the DWQ prefers bridges be used in lieu of culverts. However,
we realize that economic considerations often require the use of culverts. Please be -advised that
culverts should be countersunk -to allow unimpeded -passage by fish and other aquatic organisms.
Moreover, in areas where high quality wetlands or stream -are impacted, abridge may prove
preferable. When applicable, DOT should not install the bridge bents .in the creek, to the
maximum extent practicable.
D) Sediment and erosion control measures should not be placed in wetlands.
P.O. Box 29535, Raleigh, North Carolina27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. William D. Gilmore memo
08/ 16/99
Page 2
E) Borrow/waste areas should avoid wetlands to the maximum extent practicable. Impacts to
wetlands in borrow/waste areas could precipitate compensatory mitigation.
F) The 401 Water Quality Certification application will need to. specifically address the proposed
methods for stormwater management. More specifically, stormwater should not be permitted to
discharge directly into the creek. Instead, stormwater should be designed to drain to a properly
designed stormwater detention facility/apparatus.
G) There should be a discussion on mitigation plans forunavoidable impacts. If mitigation is
required, it is preferable to present a conceptual (if not finalized) mitigation plan with the
environmental documentation. While the NCDWQ realizes that this may not always be practical,
it should be noted that for projects requiring mitigation, .appropriate mitigation plans will .be
required in conjunction with the issuance of a 401 Water Quality Certification.
— H) Future documentation should include an itemized listing of the proposed wetland and stream
impacts with corresponding mapping.
I) ' Based on the information.presented in the document, the magnitude of impacts to wetlands and
streams will not require a permit. application to the Corps of Engineers -and corresponding 401
Water Quality Certification. Please be advised that.a 401 Water Quality Certification.requires
satisfactory protection of water quality to ensure .that water quality standards.are met and no
wetland or stream uses are lost. Final permit authorization will require -the submittal of a:formal
application by the NCDOT and written concurrence from the NCDWQ. Please be aware that any
.approval will be contingent on appropriate avoidance.and minimization of wetland and stream
impacts to the maximum extent practical, the development of an acceptable stormwater
management -plan, and the inclusion of appropriate mitigation.plans where appropriate.
The NCDWQ.appreciates the opportunity to provide comments on your project. Should you have any
questions or require any .additional information, please.contact.John Hennessy at [phone].
cc: Steve Lund, Corps of Engineers
Tom McCartney, USFWS
David -Cox, NCWRC
MikeRarker, :NCDWQ Regional Office
Personal. -Files v
-Central Files
C:\ncdot\TIP U-209F\comments\ U209F commenrs.doc

IV,,i.0 .2,0 uo:ioa uoom 704 484 Z77S p.2
UOM associates n s
P
_— Odom a Ascoobwa EnginsorinD,anc
•1800.F.aRi.Dlzon:8oulevab,a;;, -,.
=�iDy,°Norp� GarollnA:28162
Fax [phone]
MEMO REGARDING FALLSTON SEWERFPLICA ['ION
.From: Dave Odom
To: &rlow Brown
Lane Alexardor
Max -Boggs
Lam McEntire
1. I was informed today that there were a
oaily.22 applications filed($47,000,0.00)forthe ppand "w3unsewerod
community grants," 'fie Rural Center:is currently reviewing theca Iieations;Il award
$13,000,000..TheSmnts will be:awarded on October 14:--=I`bolievc weshould.contact thelegislative
delegation and invite them to heara brief -presentation onthe grant appllcation.and requcsttheir
active support as soon .xs porsible.
2. The deadline for submittals to NC DENR underthe "hjgh unit:cost"
September 31. I -spoke to Don Evans yes#erday �d he confirmed that our- roovioms abnd cycle is
pr+svioue point totals) is in place for ncc-next cycle. There: were. several items that a needekagd an
address to achieve .100%0 of thc'Possible point total for this project, 'They,-sm-as follows:
-a. Continuing program of water conservation :and education Tn plwe
b• Water conservation incentive rate-amcture
e. LandUse-Plan To be -developed
d. Land Use Plan exceeds In
miziimum state standards 'placo
e. 'Implementation of Land Use Plan To:be addressed
f To be addressed
.20 year Capital Improvement'
Plan
g. Wellhead proteetionprogram 'TAD be addressed
h. Right -of Way site certificate To`be.addmssed
�To,bcaddressed
-If we•accomplish all of the above Items, we will have attained -100% dithe:possible_pointswe can
achieve. The following.is an action list.to
ensure.thslt occurs'butI:need some assistance :withsfew
of the items.
I.
:Schedule briefing.for-logbiators
_P
2,
`Water conservationrate structure
TE
3.
4.
Land'UsePlan.exceeds aiinimum.standards
Implementation -of Land Use Pian
-Odom:&ouOdom&_Cou t on
ntyBlaffier
5-
20 year Capital Improvement Plan
Odom & CotmtyP]aaner
-6.
Wellhead protection program
TBb
7.
- Right of Way site oe'rfi ficatc
Odom.&:County :Planner
Odom &.Fallston
I would appreciate.a brief meeting next Wednesday (August 25) at 10:00
cash of you for confirmation of this date. 'Thanks for:your:h®lp.
toreviewihesc:items. VVe will

`Or�Om _& asSOciales
Odom and Associates Engineering, Inc.
4506-2 East DixonBoulevard
Shelby,:North Carolina 28152
[phone]
Fax: [phone]
-August :17,1999
Mr. Larry -McIntyre
Cleveland-County.Schoois
"866 "Poplar springs;Church Road
:Shelby, NC 28152
RE: GRANT APPLICATIONS
Dear Mr. `McIntyre:
The schedule:for:the,grant applicationssubmitted to provide sewer:service to Burns High -School, BurnsMiddle
School:and Fallston Elementary school"is as follows:
.March .31,1999 Application submitted.to NC DENR for.approximately'$3 million under the High Unit
Cost Program.
June 1,1999 :Notification.of Awards for -High Unit Cost Program.. Aboveapplication was not funded.
July31,'.1999 °Re -submittal ofapplication .to The Rural Center under the UnseweredCommunities
Program (with_a20% match).
,September 31, 1999 Deadline 'for,re-submittal of application for the 2m.cycle .under the High.Unit Cost
Program. -The previous application is .stillvalid. Ve are taking additional steps to
receive more points.
October 15,1999 -Scheduled-Notification- of Awards -for the -Unsewered Communities Program.
December 15,1999 Scheduled Notification of Awards for 2'.cycle.under the High Unit=Cost :Program.
The_proposedschedule fortlns project if;the ;grant isawarded-follows. 'These ,dates assume that theproject•will<be
.awarded..under:the unsewered communityprogram.
IComplete,project design
60 days
December 14,1999
Regulatory review
`90.days
January 13, 2000
Bid -project
120.days
:February .14, 2000
Begin construction
150 days
March 15, 2000
Complete. construction
330 days
December 15, 2000
Please feel free .to contactme ifyou have any additional questions.
'Sincerely,
2Q all --
David W. ,Odom, P.E.

mug lb zJ� lu: zba venise wright 182B7 465-5B78
PBFS¢iirii L; '!.7. ;:.�:. .. i..� r.. •tc:i ...n. ..
4190 Hwy-] 6 South - Newton, NC 28658 [phone] . Fax [phone]
August 16, 1999
Mr. Larry McIntyre, Director ofPlant Operations
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, .NC 28152
Subject: SOC - Washington Elementary
Proposed Schedule
Dear Mr. McIntyre:
As requested, following is a proposed compliance schedule for the -SOC.
1. Submit plans and spec to.NCDENR September30,1999
2. Receive Bids 45 ,days after plan approvals Nov.. 15, 1999
3. Start Construction 45 days after=eipt ofbids '.JAn. 1 2000
4. Finish Construction 4.months after award:of construction April 5 2000
contract
Please advise if this schedule is acceptable.
Very truly yours,
Recil H. Wright, PE
H:lCIcveland County Schoolsag"OI/dom'SOC schedule
CIVIL ENGINEERS

OF SHE.-c:';`>h-_,dr.:s�y.r i
.: Up mg
C ,I T Y OF S H EL
BOX 207 - WASHINGTON AT G'RAHAV ST. - SH,ELBY, 'NORTH -CA'ROLINA :2815.1 - 0207
Mr. Larry McIntyre August 17, 1999
.Cleveland County Schools
866 Poplar Springs Church Road
Shelby, North Carolina 28152 _
RE: CREST SCHOOL SEWER PROJECT
Dear Mr. McIntyre,
Pursuant to Council conceptual :approval of ref. project, the City is in process .of
moving the project forward to a successful completion. Several -administrative items
need to be handled, together with.. beginning .of .design. The following schedule :is
proposed.
September - November, 1999
+ Formalize School Board/City Council agreement on project.
Formalize engineering contract.
• Perform surveying/secure easements.
• .Perform project design.
November - December, 1999
• -Complete design/obtain local approval.
• Finalize:all easement agreements.
• Obtain regulatory review and construction permits.
December, 1999 - February, 2000
-• Finalize design incorporating. all approval .comments.
• Bid project.
• -Obtain City Council approval to award .contract.
• Notice to contractor to begin construction.
February - August, 2000
• Construct project.
• Target completion date August 1, 2000.
Environmental Services Department 704-484-6840 704-484-6808
FONM#105-08

d
Mr.. McIntyre
Page 2
August 17, 1999
We .believe. this schedule is realistic and has sufficient room to accommodate unforeseen
-obstacles that probably will:be encountered.
Should there be -a question, please call.
Very truly yours,
G
Harlow L. , rown, P.E.
-City Engineer
HLB/mws
-Cc: David Odom
.Dee Freeman
Hal -Mason

Sheetl
Cleveland County SchoolsPlant Operationampg, qr
866 Poplar Springs Church Road
Shelby, North Carolina -28152
Wlr. Harlow L. Brown, P.-E.
City Engineer
City of Shelby
Box 207 Washington at Graham Street
Shelby, NO 28150-0207
RE: Request To Tie.Sewer System at Township Three Elementary''School
Into the City of Shelby's Municipal Sewer Sys
Dear Mr. Brown,.
Through conversations at our -recent meetings I was told thatthe City of Shelby maybe
interested in receiving domestic waste from Township 7bree'ElementarySchool into
the City of Shelby's municipal. sewer system.
We are currently permitted for up to 7,500 gallons per day discharge 4rom 1he itreatment
plant If this request is approved it is understood the Cleveland. County -Schools-would
be -responsible for all costs incurred for design and .construction -of the -project.
Your consideration of this -request is greatly appreciated. If I can be ciffuther.assistance
or if you need additional information, ,please call -me -at 704-487-9087.
Sincerely,
0Lary M n re
Director of Plant Operations
Cleveland County Schools
Page 1

'r
yFCRY
CITY :0 F :SH LB
BOX 207 - WASHINGTON :AT GRAHAM ST. - SHELBY, 'NORTH C-ARO.LI-NA 28151 - 0207
Mr. LarryMcIntyre, Director of .Plant <Operations .August 2, 1999
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, North Carolina 28152
RE: SEWER SERVICE FOR TOWNSHIP NO- . 3 ELEMENTARY SCHOOL
Dear Mr.. McIntyre,
Your recent letter request for -sewer :capacity of 7,500.gallons ,per -day .at .the wastewater
treatment plant is approved subject to the following conditions.
• All plans for connection must be -designed to City:and :state -specifications, permitted
and ,approved via -a -.registered .professional :engineer..
• Any easements and .highway encroachments -must 'be -secured prior to any
<coustruction.. .
• 100.% of all costs will be the .school's responsibility.
• The City -will not own,operate or maintain any line :that :serves -one -customer.,
:therefore; -this proposed line :shall remain;the school's responsibility.. 'The.,City
.does reserve the right to approve :any .other future .customers that -may want to tap
into this line. I :suggest further conversation on :this issue -before- details of the
project,go forth.
Please advise as.zppropriate.
Very .. ly yours,
:Harlow L. Brown, P-.E.
City Engineer
HLB/mws
cc: Dee Freeman
Blane iChampion
John Rhom
-F0FM1G5-G894

Odom & associates
Odom,& Associates:Engineering, Inc.
1506 East Dixon Boulevard
Shelby, !North Carolina 28152
:(7104) 484-3778
Fax: -[phone]
August 17, 1999
'Mr. Larry McIntyre
lCleveiland*County Schools
S66,"Poplar Springs�Church Road
-Shelby,.NC 28152
RE: TOWNSHIP THREE -SCHOOL PROJECT
Dear Mr. McIntyre:
Fromthe time that mexeceive authorization to do thispro ject, the proposed construction schedule will
betas follows:
-Project Design
Regulatory Review
BidProject
'StarVConstruction
Tobil
4 -ofdays fromauthorization
45
75
.105
119
'209
Aays-.V)-com.p1ete.-,pr(?ject 209
-Please -feel'fTeeAo contact me ifyou have uny:additional :questions.
:Sincer6ly,
-David W.- .Odom, P.E.

c
�;,
Statelof-North Carolina
Department, of E-nvironmint.M ealth wid. Natural Resou
Division,
,Cr
APPLICATION FOR AN.AMENDMENT TO A SPECIAL ORDER By -
-CONSENT
aNFORMATION REQUIRED FOR FAC]LI TES REQUESTING ANSOC)
1 GENERAL INFORMATION:
`
L . Ap.rlicant .(cmpoYStion, 'andividu8i,:0r,,!DthCr­: 'Cleveland 'County Schools
-2. Print or Type:Ownees.'orSigningoffid ial' Name wid Title :(tbe,person who is legally
'responsible.f0i1bel and.its conipliancd): LarrY'McIntyre
Director of Plant -:Operations
3. Mailing Address: .866 2.60.ar _:springs 'Church Road
City.Ehe1bY State. NC Zip:281-52
'Telephone No 704- 487=908'1
4. Facility
Name. (subdivision, facilityor* -establishment .name - must -be consistent :with
name On the permit issued bYlheDiVision of Environmental Management):
Cleveland county Schools
5., Application Date: -8/17/99-
4. County wheat projectislocated- Cleveland
-11. 'SOC DiFORMATIONFOR TBE ­
FACELTTY-REQUESTINGTHE
AMENDMENT:
1. :SOCNo.: EKC-WQ_-N0. 98-001
2. -Namo.OfthO�SPWMcw2smwatcruwtlnr-ntfacffit f3rOM Yfifdifferent IA..,zibovd):
..'see attached list for -schools
3. IssuanmDate of SOC. '618/99
4. Ex -iration Date Of SOC; - -*,see -
.p attached list for .dates
III. 'COMPLIANCE HISTORY FOR FACI i
LITY -REQUESTING 'THE -SOC
AMENDMENT:*
Please attach alisting of all violations this .facilityhashad under this:0rder. '71& list shoiuild
include any violation of interim dates, any violation oft6laxed pez7nitparameters, and'viblations of
-existing permit limitations. No violations 'since -6
18[59'issuance-date'.because of
.no flow.
9

Page.2
IV. ADDITIONAL FLOW OR REALLOCATION -OF EXISTING FLOW:
Additional Bow or reallocation of -existing flow is avaliable to fadlities that are owned by a
unit,of Government. Please -be advised that additional -flow *131 be -allowed underan.SOC.
amendment only in.z==w . cumsmnces. Tbese i' - s include elimination of other
discharges'that me noncompliant withtheirNMES PermitorcontinualAbncompliance of
parameter as specified in -tht:miginal SOC_ These Circumstances do not include
-failure by the facility to properly remove Infiltration and Inflow. When requesting the
additional flow, the facility must include justification Whylhis flow is needed and SUPPOrlIng
documents to :show what has been done to tHml=e any flow-probl I em causes -(ic efforts
undmgone..t6lc,n*m,mminfiowend .infilumdon42nm.theplant). Ifthexcquested addtional flow
is-zo h-dorriestic.- then the facility must -be able to demonstrate theablilit3r' to'effectively-trMt
the 'waste -and that �e waste will not adversely impact.the wastewater -system or its
verse-
ablility to -dispose -of or -utilize residuals. The -non-domestic waste must be simular to
domestic strength either I)e-fore, prc=tment or after pretreatment:'The applicant must
provide detailed .analysis of parameters that c.an reasonably be expected totic-:contained
in the proposed non -domestic wastewater. The total =domestic additional flow requested
_NA gallons ..per day. The total non -domestic
domestic -flow :requested' is
NA
gallons per day. The -total additional -flow is gallons -per
day.
If a feallocation of existing addtional'flo'w is needed :then the facility must -provide
justification as to: why .this reallocation is needed
V. EXPLANATION .AS 'TO WHY :SOC.AMENDMENT IS NEEDED:.
"Please. -provide a detailed explanation -wily c 1h HOC Amendment is being
requested. see attachment
VI. 'EXPLANATION OF ACTIONS TAKEN BY E APPLICANT TO
TH
AVOID NONCOMPLIANCE WITH EXISTING SOC PRIOR TO THIS
REQUEST:
Please attach a -detaHed explanaflon .of the actions taken.
Please-.address.ih.efollowing .inu.-s:asappropriate:
1) :Describe am activities thaalmyebeen cDn3P1'eted:undertheExisfmgSCC_
2) . What activities have not been complettd?'Wbenare these:activties -to be -completed?
-Please include any -SOC:activities which .are not now delinquent, .but zrtexpected to -be
3) Were these delays i -result- of -a contractor, consulting engineer,'failure to obtain
funding, veather etc.
( see.attachment -)

Page 3
'THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT --UNLESS ALL OF
THE APPLICABLE ITEMS .ARE INCLUDED PITH THE .SUBMITTAL
Reodred-liew
two,coldes of the completed and approlniately executed:application
form, along with all nquired attachments.
b. '7bemonmfundable'SOC..processingfwofUW'.-DO.:7be-checkmust,bem2adeDayable
,.to-lbeDepa=ent:ofEnvironn=iLHealth-andN=raaReso=es.
Applicant 's',Certification:
La=y.mcintyre
-4-attestthat:this.ap -f plication bran SOC -amendment
has been reviewed'by me andis accurate.,and zonvaeteto the :best of,my 'knowledge. 1-understand
that of all xcquiredparts,of this apj&afion are -not :completed and -that if all required. supporting
information -and :attachments are not included,. this:applicatio n.package will � -b
e returned as
incomplete.
Date 8/17/99
`TEE COMPLETED APPLICATION PFACKAGE-1. INCLUDING ALL SUPPORTING
jwFoRuArm AND mATERIALS, SHOULD BE SENT TO THE .FOLL
OWING ADDRESS
'NORTH ,CAROLINADMSION,OF-ENV.IRONMENTAL-MANA . GEMENT
wATER-QUALITY SECTION
FACILITYASSESSMENT UNIT
]POST."WFICE BOX 29535
-RALEIGH9 NORTH CAROLINA 27626-,0535
TELEPHONE NUMBER- 9191733-5083

SOC -EMC WQ No. 98-001
AUG 20 19cc- page 3
(c) Upon signature of the :Special OrderbyConsent, �CCS
Sp will. be.b#vtted'-'t'o_,comply'- with
all schedule dates, terms, and conditions of1his -document, -and undertake the following
activities in accordance with the -indicated time -schedule:
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Bums High
Apply for
Submit?lans
Begin
eo; nj re
44 tar Aw.
Achieve
School/
Permits-
and -Specs
Construction -
Construction-
-Com pliance-
NCO.06W6
MET
MEET
000
10/3,1/2000
42444
'Middle
Apply for
Submit
-,
egin
a00 0
e
-Bums
%efteve
School
Permits-
and Specs-
'Construction-
Construction-
-.Compliance-
NC0066389
MET
MET
--6/1/2000
10/31)2000.
f
Casar
Submit Plan
Siibmit.Prans
-begm
ete
eve
Elementary
of Action
and Specs-
Constructioh­
fConstraction-
.,Compliance -
School/
and Apply
MET
9/11/99
1/31/2000
489f2880
NCO066397
for Permits -
MEET.
Crest High
I Submit, Plan
Submit Plans
Z I
Begin
Complete
Achieve.
School/
of -Action
--and.Specs'.
>:Qpnstruction-
•'Construction-
_Compliance,
1`-C-0066401
and'App.* ly.
MET-
9/1199 ..1/3-1/2000
loiPermits-
MET
Crest Middle
Submit .Plan
Submit .Plans
egm'
-Complete
Achieve
School/
ofAction
.and Specs-
-Construction- :.Construction-
:Compliance-
NCO066460
and Apply
MET
1/31/2000
for Permits-
-MET
Fallston
'Submit Plan
-Submit -Plans
egm
Complete
A_
clueve
Elementary
OfAction
and.S
.,Construction-
Construction-
Compliance-
S6hool/
and Apply
'MT
6/l/2.000
10/31/2000
428V20ft
NCO066419
Ibr.permits-
MET
36wnship 3
Submit.Plan
Submit Plans
Ig-mil
ornplete ono
Adbieve
Elementary
'School/
of Action
and Specs-
Construction- uction-
-Construction-
Conxpuaxlpe_
and',Apply
I%MT
9/1/99
1/31-12000
NCO066435
for -Permits-
MET

.4
SOC -EMC WQ No. 98-001
page 4
-Facility/
P ermitNo.
Activity-
Deadline
Activity-
Deadline
Activity-
DeadlineDeadline
Activity-
Activity-
Washington
-Elementary
-
66451
Apply for.
Permits-,
3/1/99
Submit Plans
and Specs-
9/1/99
Begin
Construction-
1/l/2000
Complete
-Construction-
5/1/2000
Achieve
Complianc
eSchoo/
2066NC0
'I
SAAw
SA&LO
During the time in which this Special'.Ord6r -by, Consent is effective, comply -Vdththe
-interim -effluent limitations containedinAttarhment A, -except as provided for in pardgraph
2(b):above Aould the permits bemodihed,or renewed. The followin
g reflects only the
limitations that have been modified from the current NPDES Permit Part 1, Section A
limitation-page(s): .(Each facility is listed on aseparate
page.

CLEVELAND COUNTY BOARD OF EDUCATION BRANCH BANKING BTRUST COMPANY
SHELBY, NC26150
SHELBY, NORTH CAROLINA 28152
LOCAL FUND EXPENSE s531
THIS CHECK VOID AFTER
60 DAYS FROM DATE
230
PAY .EXACTLY -******400 DOLLARS AND NO CENTS
TO :ENVIRONMENT HEALTH & NATURAL
THE DIV. OF -WATER QUALITY
ORDER P-O. .BOX .29535
OF €RALEIGH, WC 27626-0535
No. 2.5 5 4.27
DATE
CHECK NUMBER
-08/17/99
255427
�4d0.. 04
THIS DISBURSEMENT HAS BEEN APPROVED AS
REQUIRED BY THE SCHOOL BUDGET AND
SECRETARY TO BOARD ;
II' 2554, 2711' ,:05.3 L04 12 Le: L706 2 20077n■
CLEVELAND COUNTY BOARD OF EDUCATION Local fund
130 SOUTH POST ROAD, SUITE 2 - SHELBY, NC 28152 UNIT 255427
General Expense Voucher NO. 230 CHECK NO.
�, P/O# _� _ INVOICE AMOUNT ,�� NET AMOUNT
2. 6580 a 480...6ii .000.270.00
PROCESSING :FEE
OB/17/99
PAYEE
-101632
CHECK« :-255427
400..00
TOTAL 400.-00
JUCHER AT ONCE ORIGINAL
:
FA `'"`

CLEVELAND COUNTY SCHOOLS
PLANT OPERATIONS
866 POPLAR SPRINGS CHURCH ROAD
SHELBY.) NORTH .CAROLINA 28152
PROJECTED COST OF UPGRADING PROJECTED COST OF
E_XASTINC= TREATMENT PLANTS CONNECTING TO
MUNICIPAL SEWER
SYSTEMS
CREST HIGH $ 83,300.00
$ 300,000.00
CREST MIDDLE $ 83,300.00
WASDINGTON $ 76,300.00 $ 204,100.00
DITRNS MGR $ 110,300.00
BURNS MIDDLE $ 83,300.00 $ .300,0W00
FALLSTON $ 76,300.00 ( School's share ifgrant is approved)
TOWNSHIP THREE $ 83,300.00 $ 196,000.00
CASAR $ 76,300.00 N/A
Prices do not include cost of engineering, administrative, or survey fees.

-Cleveland County 'Schools Plant'Operations
866 Poplar Springs Church Road
-Shelby, North Carolina 28152
August I7,1999
Mr. Rex Gleason, P.E.
Water Quality.Regional Super-rsor
N.C.. Dept ..of Environmental
and Natural Resources
919 North Main Street
-Mooresville, N.C. 28115
SUBJECT-. Request for Design Changes. and Time Extensions for SOC
Compliance for Cleveland County Schools.
Dear Mr. ,Gleason:
Mr. Charlie Swartz and I have been in contact about sending an application for an
amendment to a special order by consent to the Raleigh office. He sent mean application
with.a-note to call him before I maned it. When I called I was told Mr. Swartz
was out :of the office until August 25,1999. With the deadline quickly approaching
I talked .to Mr. Mike Parker of your office and he .suggested that I go ahead .and
send -the -application .check, and background information to your Raleigh office.
Mr. Swartz had -also .asked `€or more detailed information which I am -also sending
to complete the -package he already has. If you would forward this correspondence
to Mr. 'Swartz I would .greatly appreciate it.
I appreciate your considerations to the scope and time changes that the schools.have
asked for. The connection of the schools to municipal sewer.systems in lieu -ofthe
proposed upgrades is_a lot better solution to our -compliance, problems.
If I can _help with additional information, please call me at [phone].
Sincerely,
Larry McIntyre
Director of Plant Operations
Cleveland County Schools

099
Cleveland CountySchools Plant Operations
rr
866Poplar Springs Church Road
Shelby, North Carolina 28152
August `17., 1999
Mr. Charlie Swartz, P.E.
N.C. Dept .of Environment
and Natural Resources
919 North Main 'Street
Mooresville, N.C. 28115
'SUBJECT: Request 'for design .changes .and time extensions %r -S.O.C.
.compliance for Cleveland County -Schools.
Dear Mr. Swartz:
Please find attached -the additional information you requested about.scope and
time changes as per our recent telephone conversations. I.am also sending the
application for an amendment -to a special order by consent along with a check
and all the background information to the Raleigh office.
If I can be of father assistance, or if you need additional information, please
call me at [phone].
-Sincerely,
Larry McIntyre
Director of Plant, Operations
'Cleveland County =Schools

Cleveland County Schools Plant Operations
866 Poplar Springs Church Road
Shelby, North Carolina 28152
August 17, 1999
N.C. Division of Environmental
Management
Water Quality Section
Facility Assessment Section
P.O. Box 29535
Raleigh North Carolina 27626-0535
SUBJECT: Request for Design changes and time extensions for SOC
compliance for Cleveland County Schools EMC WQ # 98-001
To Whom It May Concern:
Attached please find an application for an amendment to a special order by
consent along with a check and all the background information.
I have maintained contact with Mr. Charlie Swartz, P.E. at the Mooresville
Regional office and he is aware of our scope changes and time extensions and
has copies of all the documentation..
If I can be of futher assistance, please do not hesitate to call me at 704-487-9087.
Sincerely,
Larry McIntyre
Director of Plant Operations
Cleveland -County Schools

SOC -EMC WQ No. 98-001
page 4
Facility/
Activity--
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Washington
Apply for
Submit Plans
Begin
Complete
Achieve
Elementary
Permits-
and Specs-
Construction-
Construction-
Compliance
School/
3/l/99
9/1/99
1/l/2000
5/l/2000
7/1/2000
NC0066451
(d) During the time in which this Special Order by Consent is effective, comply with the
interim .effluent limitations contained. in.Attachment A, except as provided for in paragraph
2(b) above should the permits be modified orTenewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I, Section A
limitation,page(s):.(Each facility is listed on a.separate page.)

SOC -EMC WQ No. 98-001
page 5
Burns High
Modified Limitation
Current Limitation
School/
-
NC0066486
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
5.0 mg/L
7.5 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
10.0 mg/L
15.0 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 6
Burns Middle
Modified LimitationCurrent
Limitation
School/
-
NC0066389
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
-60.0 mg/L
30.0 mg/L -
45.-0 mg/L
NH3-N
monitor
n/a
2.8 mg/L
n/a
Winter:
Effluent
Parameter
Monthly Average,
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
3 0. 0 mg/L
45.0 mg/L
NH;-N
monitor
n/a
12.0 mg/L
n/a

-SOC -EMC WQ No. 98-001
page 7
`Casar
Modified Limitation
Cnr.==rent L"imitation
Elementary
School/
NC0066397
KIR-80TI-OT.-Tii
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average `
-
Daily Maximum
BOD
30.0 mglL
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mQ/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average-
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 ing/L
NH3 N
15 mz/L
n/a
4.0 -rna
n/a
TRC
n/a
"monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 8
Crest High
Modified Limitation
Current ]Limitation
School/
NC0066401
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
6b.0 mg/L
3 0. 0 mg/L -
45.0 ing/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average .
Daily Maximum
TSS
40.0 mg/L
6 0. 0 mg/L
3 0. 0 mg/L
45.0 mg/L

SOC -EMC WQ No. 98-001
page-9
Crest Middle
Modified Limitation
Current Limitation
School/
NC0066460
.Summer:
.Effluent
Parameter
Monthly -Average
Daily Maximum
Monthly Average .
Daily Maximum
TSS1-40.0
mg /L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average 1
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mz/L
30.0 mg/L
4 5. 0 rng/L

SOC -EMC WQ No...98-001
page 10
F:allston
Modified Limitation
Current Limitation
Elementary
School/
NC0066419
Summer:
.Effluent
Parameter
Monthly Average
Daily Maximum
-
Monthly Average
Daily Maximum
B OD
3 0.0 mg/L
45.0 .mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10.0 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mQ/L
10.0 mg/L
15.0 mg /L
NH3-N
1.5 mQ/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

'SOC -EMC-WQ.No..98-001
page 11
Township 3
Modified Limitation
Current Limitation
Elementary
-
'School/
'School/
NCO066435
'Summer:
Effluent
Parameter --.
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
—7a
60.0 mg/L
30.-0 mg/L
45.;0 mg/L
NH3-N
monitor
—T5.0
mg/L =
n/a
Winter:
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average.
Weekly Average
TSS
40.0 mg/L
60.0-mg/L
30.0 mg/L
45.0 mg/L
FH3 N
monitor 77;a
..[15.0mgfL
n/a

SOC -EMC WQ No. 98-001 page 12
Washington Modified 'Limitation -Current ,Limitation
Elementary
School/
NC0066451
RuwWre-si�Ai
Effluent
Parameter
Monthly Average
-
Daily Maximum
-
Monthly Average
-
Daily Maximum
DOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mat
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 uc,
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
DOD
3 0. 0 mg/L
45.0 mg/L
10.0 m c,
15.0 mg/L
NH3 N
15 mQ/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 13
(e) No later than 14 calendar d - s aftQr any date or timc JdQntifitdIOx_�c_ompii_shmmt_af
any activit4-• in • .n• .•• - suhTnit to the •. Diro, • .i• .- :-• •..
iF N :[•] • �yjiY.7.� iTF i�Y.� - u - . u . _ . - - - • I . • - e - 1 • . - • ,
3. CCS agrees that unless excused :under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources, according
to the following schedule for failure -to meet the deadlines .set out in paragraph.2(c), or failure to
attain compliance with .the effluent limitations/monitoring requirements .contained in Attachments A,
except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC
Failure to achieve compliance with $2000/violation
final effluent limits or failure to cease
the discharge by the scheduled date
(where applicable)
Failure to meet interim deadlines '$100/day for the
for submittal of .the construction first 7 days-,
schedule, for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations S 100 per emitted
value per parameter
4. -CCS and the Commission agree that the -stipulated penalties .are not -due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God-,
b. An act of war;
C. An intentional act or omission of a third party, but this defense shall not be .available
if the act or omission is that of an employee or agent of the defendant or if the act or omission
occurs in connection with a contractual relationship with the permittee;

SOC -EMC WQ No. 98-001
page 14
d. An extraordinary event beyond the permittee's control. Contractor :delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of -the above causes.
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The only issue in such an.action will be -whether -
the 30 days have elapsed.
5. Noncompliance with the .terms of this Special Order By Consent is subject to .enforcement
action in addition to the above stipulations, including .injunctive relief pursuant to G.S. 143-2.15.6C.
6. This Special Orderby Consent and any terms, conditions .and interim effluent limitations
contained herein, hereby supersede.any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in.Attachments A ofthis .Special Order by Consent, except as modified.and
contained in paragraph 2(b) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, .and conditions of this document.
8. This Special Order by Consent shall expire on March 31, 2001.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY: W... Date
S erintendent Cleveland County Schools
FOR THE NORTH CAROLINA ENVIRONMENTAL; MANAGEMENT COMMISSION
BY:Date
Chairman of the Commission

ATTACHMENT A
Burns High School Permit No. NC0066486
EMC SOC WO 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by
the permittee as specified below:
Effluent tharacteris_tics.
Discharge Limitations
Moni_t9ring_Requirements
Measurement
Sample
*Sample
Monthly Avg,
Weekly_. Avg, Daily Max.,_.
Frequenc-y.
Type
LQc.ation
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BODS
40.0 mg/1
60.0 mg/1
Weekly
Grab
E
Total Suspended Residue
40. 0 mg%1
60:0 mg/1
Weekly
Grab
E
iJH3-N
2/Month
Grab
E
Dissolved oxygen*
Weekly
Grab
E,U,D
Fecal Coliform
200/100 itrl
400/100 ml
Weekly,
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
'Pemperat-ure
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E-
Effluent, T-Tnfluent, U-UpsL-ream 50 feet, D- Downs tr.eam
0.1 mile but
above Burns Jr:
High
outf all
**The daily average dissolved oxygen effluent concentration shall not be less than'6.0 rng/L.
The 1?II rAhrilI I nc:,L- he leuu I.liein 6.0 ul_wrclal'l uni.Lo iron yreaLer than 9.0 standard units and shall be monitored weekly
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Socsi�MF.DM���
SOC Tucking
Status abbrev
=
met
= met; inov=nov issued ; enf=enforcement
done
Bums High
Bupls Mid
l;asar Eletrr
Chest High
Qtest Middle
Fans Elerp
Towp3Elem
V1l4shipgtoll Elem
Date
Activil
§a(
Activity
to
AAivit
S
'vi
t§!
Activity
Slat
Activily
Statct'
't
Stat
Activity
lal
"9
Beg.const
Beg.Consl
Beg.Canst
Beg.Const
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°SOC - EMC W, ,Q No. 98=001 page 2
:�ch9o1
NPDES Remit No. '
Final Effluent Limits
Casar Elementary.School
NC0066397
BOD, NH3-N, TRC
Crest High School
NC0066401
TSS
,Crest Middle •School
NC0066460
TSS
Fallston Elementary School
NC0066419
BOD, NH3-N, TRC
Township 3 Elementary School :
'NC0066435
TSS, NH3 N
Washington.>Elementary School
NC0066451
BOD, NH3-N, TRC
(c) That noncompliance with the conditions of the Permits identified in 1(b) above
_constitutes .causing/contributing to pollution of waters of this State.;
(d) That CCS is -within the jurisdiction -of the -Commission asset forth in Chapter 143,
Article 2:1.oftheNorth Carolina General Statutes;
_(e) -Since this °-Special Order is by Consent, :neither party will file a petition .for a contested
..case or for judicial review..concerning these items.
2. 'CCS, .desiring to.comply with conditions ofthe permits identified .in paragraph 1(a) above, does
hereby agree to do and perform all of the .following:
�(a) -,CCS .agees to pay the North, CarolinaDepartment of Environment.and Natural
Resources,the sum -of S21,899.44 in full. settlement forviolations of. S. 143-215.1 and
NPDES Permits as :set forth in the Findings -and Decision dated June 5,1998. The payment
shall.be:submitred to the.Director of -the Division of Water -Quality (DWQ), Post :Office Box
29535,:Raleigh, North .Carolina-27626-0535., within.thirty P0) days of•the signature of this.
document bythe "CCE. This :settlement also .covers the --violations that at the .subject
.eight:(8) facilities during :thepeiiod starting September 1.,1997,.until the effective date .of this
Special:Order. ;CCS :agrees to waive its right -to -an Administrative Hearing or renussion of
civil.penalties for-the.abov.e settlement.amount. _TMET
(b) Comply with all terms .and conditions of the:permits :except those effluent limitations
:identified in paragraph l (b) above. _See Attachment A for:.current monitoring requirements
and effluent limitations. 1n:the event of a NPDES Permit modification :or:renewal, .any
.effluent limitations or monitoring requirements contained therein shall supersede those -
,contained in Attachments A.ofthis`Special Order:by.Consent, except_those.effluent
limitations that have been modified, :as identified in paragraph 2(d) below. The permittee
may.also be required to monitor for other parameters .as deemed necessary by .the Director in
fitture permits or Administrative letters.

"JAMES B. HUNT.JR_.� yy"a
GOVERNOR
_ r�
Am N'V., E�
:CRETARY .ti.
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
June 9, .1999
Larry McIntyre, Director of Plant Operations,As
Cleveland County BOE
866 Poplar Springs Church Road
Shelby, NC 28152
Subject: Special Order by Consent
EMC WQ 98-001 -
Cleveland County
Dear Mr. McIntyre:
Attached for your records is a copy of the signed Special Order by
Consent approved by the Environmental Management Commission.
The terms and conditions of the Order are in full effect, and you are
reminded that all final permit limits contained in the permit must be met
except those modified by the conditions of the Order. Additionally, as
specified in paragraph two (2)(e) -of the Order, submittal of written
notice of compliance or non compliance with any schedule date is
required to be submitted to this office_
Pursuant to amended North Carolina. General Statute 143-215.3D,
effective January 1, 1999, water quality fees have been revised to
include an annual fee for any permit covered under a Special Order -by
Consent in addition to the annual fee for the permit. Each school will be
subject to a fee of $250.00 on a yearly basis while under this order, in
addition to an annual permit fee of $715.00. The School System will be
billed for this at a later date.
If you have questions concerning this matter, please contact Marcia
Lieber at [phone] ext. 530.
Sincerely,
Kerr T. Stevens
Attachment
cc: ;a- egional Office Morresyille .:: _
kK Hom;EP..... •.
SOC Files
Central Files
Jeanne Phillips
P.O. BOX 29535, RALEIGH, NORTH CAROLINA 27626-0535
PHONE [phone] FAX [phone]
AN Eq UAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,COUNTY OF:CLEVEL-A2\'D
IN THE MATTER,OF
NORTH ,CAROLINA
NPDES PERMITS
HELD BY CLEVELAIvLD
COUNTY :SCHOOLS AS
IDENTIFIED IN
SECTION 1 (a) BELOW
.:SPECIAL ORDER BY -CONSENT
EMC WQ NO_ 98-001
1
Pursuant to provisions.ofNorth'Carolina-General Statutes 143-21:5.2, this Special -Order byConsent
is made and entered into'by-the Cleveland -County Board of Education,.hereafter referred to as CCS
(Cleveland County:Schools). and the North -Carolina Environmental Management :Commission, an
agency -of the'State of North _Carolina --created by NCGS 143B-282, andhereafter referred to as the
Commission:
1. CCS .and the.Commission hereby stipulate the following:
(a) That- CCS holds the following North Carolina NPDES Permits for making outlets,to
waters of this .State as required pursuant to NCGS 143-215.1 a:
NC00664S6
Burns High.School
NC0066359
Burns Middle -School
NC0066397
CasarElemeniary_School
NC0066401
Crest High School
NC0066400
-Crest Middle -School
NC0066419 .
Fallston-Elementary-School
NC006643.5
Township Three Elementary School
NC0066451
WashingtonElementar 'School
(b) That CCS 'is unablelo comply -with the final .effluent limitations found in Part I.A. of
the .respective Permits, .as shown below, without construction and proper operation of
additional wastewater -treatment facilities:
-S.chMi
NPDES. Posit .No-.
Final EM=,nt Limits
Burns High School
NCO066486
BOD, TSS, NH3 N, TRC
BurnsMiddle._School
NCO066389
;
TSS,NH3N

SOC -EMC WQ No. 98-001
page 3
(c) Upon signature ofthe Special Order by Consent, CCS will be expected- to comply with
all schedule dates, terms, and conditions of this document, and undertake the following
activities in accordance with the indicated time schedule:
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline '
Deadline
Deadline
Bums High
Apply for _ .
Submit.Plans
Begin
Complete
Achieve _
School/
Permits-
and:Specs-
Construction-
-Construction-
Compliance-
NC0066486
MET
MET
6/1/2000
10/31/2000
12/31/2000
Bums Middle
Apply for
Submit Plans
Begin
Complete
Achieve
School
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066389
MET
MET
6/l/2000
10/31/2000
12/31/2000
Casar
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/1/99
1/31/2000
4/30/2000
NC00663.97
for Permirs-
MET
Crest High
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066401
and Apply
MET
9/l/99
1/31/2000
4/30/2000
for Permits -
MET
Crest Middle
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066460
and Apply
MET
9/1/99
1/31/2000
4/30/2000
for PL-murS-
MET
Fallston
Submit Plan
Submit Plans
Begin
.Complete
Achieve
Elementary.
of Action
and Specs-
Construction-
-Construction-
Compliance -
School/
-and Apply
MET
6/l/2000
10/31/2000
12/31/2000
NCO066419
for Permits -
MET
Township 3
Submit Plan
Submit.Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/1/99
1/31/2000
4/30/2000
NCO066435
for P_Irnurs-
MET

,
DIVISION OF WATER QUALITY
March 17, 1999
TO: Susan Wilson
NPDES Compliance Unit
FROM: D. Rex Gleason, P.E.
l
Mooresville Regional Office Supervisor
PREPARED BY: Charley Schwartz (LDS
SUBJECT: Cleveland County Schools SOC
The subject SOC has been signed by the Superintendent of the Cleveland County Schools. This
package has been forwarded to you for review and subsequent signature. The following
documents
should be enclosed:
1. SOC Regional Office Checklist (5 pages)
2. Original Signed Copy of the Subject SOC (23 pages including Attachment A)
3. MP Reports for each school in SOC (13 pages)
4. Most Recent Compliance Inspection Evaluation Reports for each School (46 pages)
If you have any questions or need additional information regarding the SOC or this package,
please contact Charley Schwartz at [phone].
h:\nemsoccs.ral

SPECIAL ORDER BY CONSENT (SOC)
REGIONAL OFFICE CHECKLIST
Mooresville Regional Office
Cleveland County School System (CCS)
NPDES Permit Numbers
NCO066486 Burns High School
NCO066389 Burns Middle School
NCO066397 Casar Elementary School
NCO066401 Crest High School
NCO066460 Crest Middle School
NCO066419 Fallston Elementary School
NCO066435 Township Three Elementary School
NCO066451 Washington Elementary School
EMC SOC WQ No. 98-001
A. Why was this SOC requested? The applicant is unable to comply with the final effluent
limitations found in Part I.A. of the respective Permits without construction and proper operation
of additional wastewater treatment facilities.
B. What type of facility is currently in operation? (trickling filter, activated sludge, etc) Give
design flow and permitted flow. See table.below
Permit #
School Name
Type of System
Design Flow
Permit Flow
NCO066486
Burns High School
Aerated Package Plant
0.0175 MGD
0.0175 MGD
NC0066389
Burns Middle School
Aerated Package Plant
0.020 MGD
0.020 MGD
NCO066397
Casar Elementary School
Sand Filter w/ Chlorination
0.0066 MGD
0.0066 MGD
NCO066401
Crest High School
Aerated Package Plant
0.0175 MGD
0.0175 MGD
NCO066460
Crest Middle School
Aerated Package Plant
0.020 MGD
0.020 MGD
NCO066419
Fallston Elementary School
Sand Filter w/ Chlorination
0.008 MGD
0.008 MGD
NCO066435
Township Three Elementary School
Aerated Package Plant
0.0075 MGD
0.0075 MGD
NCO066451
Washington Elementary School
Sand Filter w/ Chlorination
0.0045 MGD
0.0045 MGD

A
IF
CCS SOC Checklist (Attachment K)
Page 2
C. State affected streamm and current stream classification. See table below
Permit #
School Name
Name of Stream
Classification
NC0066486
Burns High School
UT Maple Creek - zero flow at outfall
WS-IV
NC0066389
Burns Middle School
UT Maple Creek
WS-IV
NC0066397
Casar Elementary School
UT Crooked Run Creek - zero flow at outfall
WS-IV
NC0066401
Crest High School
UT Beaverdam Creek
C
NC0066460
Crest Middle School
Beaverdam Creels
C
NC0066419
Fallston Elementary School
UT Long Branch - zero flow at outfall
WS-III
NC0066435
Township Three Elementary School
Boween River
C
NC0066451
Washington Elementary School
UT White Oak Creels - zero flow at outfall
WS-III
D. Discuss any and all downstream -water qualify impacts. Include the data summary if
possible. No data available at this time.
E. Was an instream assessment conducted? NO
F. Attach most current MP screen. Attached
G. Is facility properly operated and maintained? It is questionable whether the facilities have
been properly operated and maintained. The facilities were last inspected on December 10, 1998.
The inspection reports are attached.
H. Discuss the applicants third party evaluation of current treatment capabilities. The applicant
hired Dewberry and Davis (D&D) to evaluate the current treatment capabilities of each facility.
D&D submitted their evaluation and proposed plan of action to the Water Quality Section on
September 21, 1998. Significant modifications to the existing treatment systems were proposed
at each facility. An authorization to construct (ATC) application has been submitted for the
modifications to all of the facilities except for Washington Elementary at this time. The ATCs
are presently under review by the Regional Office and the NPDES Unit in Raleigh.
Has this evaluation been reviewed by the Technical Assistance and Certification Unit (TACU) of
the Water Quality Section? What were their comments and suggestions? On March 16, 1999, a
message requesting TACU's comments was left for Dwight Lancaster via telephone voice mail.
This Office has not received a response. Mr. Lancaster should be contacted for TACU's
comments.
I. How were the interim effluent parameter limitations established? For each facility,.the DMRs
for the previous two years were reviewed, and the monitored effluent levels recorded for each
constituent identified with a limit in the respective permit. A tentative limit for each constituent
was calculated that would allow 90-95% compliance for actual monitored levels recorded during
the previous two years. A meeting between the Regional Office, the applicant and their
consultant was held to discuss the tentative SOC limits. The 90-95% DMR limits were reduced

X
CCS SOC Checklist (Attachment K)
Page 3
for constituents that were being exceeded due to operational problems or were simply too high
(i.e. above or equal to untreated influent levels). A consensus was reached among all of the
attendees and the interim limits established.
J How were the schedule dates of the proposed Order established? The SOC activities and
completion dates were discussed with the applicant prior to their inclusion in the SOC.
K. Specifically identify what the facility will be doing/constructing during the termn the order will
be in effect? See table below
Permit #
School Name
Proposed SOC construction activities
NC0066486
Burns High School
1. Have applied for bond money to extend sewer line in area and connect
the schools wastewater; (if bond not received go to 2.)
2. Construct influent flow equalization tank, construct aerated sludge
holding tank, replace existing chlorine contact chamber with UV
disinfection, replace existing air diffusers, and install flow meters.
NC0066389
Burns Middle School
1. Have applied for bond money to extend sewer line in area and connect
the schools wastewater; (if bond not received go to 2.)
2. Construct additional influent flow equalization tank, replace existing
chlorine contact chamber with UV disinfection, replace existing air
diffusers, and install flow meters.
NC0066397
Casar Elementary
Replace existing sand filter distribution line with a network of distribution
School
lines (more balanced dosing of entire sand bed), construct recirculation
pumping station after sand bed (recirculate 2/3 to 3/4 flow through sand
bed), replace existing chlorine contact chamber with UV disinfection, and
install flow meters.
NC0066401
Crest High School
Construct influent flow equalization tank, construct aerated sludge holding
tank, replace existing chlorine contact chamber with UV disinfection,
replace existing air diffusers, and install flow meters.
NC0066460
Crest Middle School
Construct additional influent flow equalization tank, replace existing
chlorine contact chamber with UV disinfection, replace existing air
diffusers, and install flow meters.
NC0066419
Fallston Elementary
1. Have applied for bond money to extend sewer line in area and connect
School
the schools wastewater; (if bond not received go to 2.)
2. Replace existing sand filter distribution line with a network of
distribution lines (more balanced dosing of entire sand bed), construct
recirculation pumping station after sand bed (recirculate 2/3 to 3/4 flow
through sand bed), replace existing chlorine contact chamber with UV
disinfection, and install flow meters.
NC0066435
Township Three
Construct influent flow equalization tank, construct aerated sludge holding
Elementary School
tank, replace existing air diffusers, replace existing tablet chlorination with
liquid chlorination, and install flow meters.

CCS SOC Checklist (Attachment K)
Page 4
Permit #
School Name
Proposed SOC construction activities
NCO066451
Washington
1. Relocate outfall; and
Elementary School
2. Construct a new treatment system consisting of dual in -line septic tanks,
a dosing tank with dual siphons, a dual bed sand filter, recirculating
pumping station, LTV disinfection and baffle aeration.
L. What is the up front penalty amount of the SOC, and how was this amount determined? The
up -front penalty amount of the SOC is $21,899.44. This amount represents 50% of the penalties
assessed each school plus enforcement costs.
M. If no up front penalty is being recommended please indicate why. Not Applicable
N. If stipulated penalties are different from those mentioned in the standard SOC shells (67b
and WQ shells) indicate why they are different. Not Applicable
O. Does this facility currently monitor according to the most recent NPDES Permit or SOC?
The schools currently monitor the discharge/stream according to the most recent NPDES Permit.
Monitoring frequencies for all constituents is the same in the subject permits and the SOC.
P. Does toxicity need to be relaxed as part of this Order? No
Q. Does pretreatment need to be addressed as part of this Order? No
R. Is the Permit under adjudication? No
S. Include schedule for Construction Grant funding, if applicable. Not Applicable
T. If SOC application is for a Town/City and new for the first time, has a resolution been
completed to secure required funding responsibilities? Not Applicable
U. Have the SOC limitations pages been compared against the most recently issued Permit or
Permit Currently at Public Notice? The SOC limitation pages have been compared against the
most recently issued Permits. The Permit for Washington Elementary is still in the renewal
process. The SOC limits for Washington Elementary were compared to the existing Permit.
V. If an SOC schedule date has been met, is the date indicated by `MET" after the date or
specified event? Yes
W. Have any modifications been made by the regional office to the SOC shell? Yes, please refer
to the SOC.
X. Has a spell check been run on the entire_ SOC document (including all_ attachment pages)?
Yes, a spell check has been run on the entire SOC document.
Y. List any and all special circumstances concerning the issuance or denial of this SOC. Not
Applicable

CCS SOC Checklist (Attachment K)
Page 5
Z. R7iat is the regional office recommendation on this SOC? The Mooresville Regional Office
recommends that the SOC be approved.
Preparer's Signature: . J Date:
Water Quality Supervisor's Signature:�L� �✓' Date 3 �l
h:\ccssoc.chk

*� NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF WATER QUALITY
February 16, 1999
Mr. Larry McIntyre
Director of Plant Operations
Cleveland County Public Schools
866 Poplar Springs Church Road
Shelby, NC 28152
Subject: Cleveland County Schools Special Order by Consent
Cleveland County, NC
Dear Mr. McIntyre:
Attached is the subject Special Order by Consent. Please read the document
carefully, provide the appropriate signature, and return the document to this Office as
soon as possible. If the document requires corrections or changes, please notify me
immediately.
If you have any questions, please feel free to call Charley Schwartz or me at
[phone].
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Mooresville Regional Office
cc: Ms. Coleen Sullins
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 O% POST -CONSUMER PAPER

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF )
NORTH CAROLINA ) SPECIAL ORDER BY CONSENT
NPDES PERMITS ) EMC WQ NO. 98-001
HELD BY CLEVELAND )
COUNTY SCHOOLS AS )
IDENTIFIED IN )
SECTION 1 (a) BELOW )
Pursuant to provisions of North Carolina General Statutes 143-215.2; this Special Order by Consent
is made and entered into by the Cleveland County Board of Education, hereafter referred to as CCS
(Cleveland County Schools), and the North Carolina Environmental Management Commission, an
agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. CCS and the Commission hereby stipulate the following:
(a) That CCS holds the following North Carolina NPDES Permits for making outlets to
waters of this State as required pursuant to NCGS 143-215.1 a:
NCO066486
Burns High School
NCO066389
Burns Middle School
NCO066397
Casar Elementary School
NCO066401
Crest High,School
NCO066460
Crest Middle School
NCO066419
Fallston Elementary School
NCO066435
Township Three Elementary School
NCO066451
Washington Elementary School
(b) That CCS is unable to comply with the final effluent limitations found in Part I.A. of
the respective Permits, as shown below, without construction and proper operation of
additional wastewater treatment facilities:
School
NPDES Permt No.
Einal Effluent Limits.
Burns High School
NCO066486
BOD, TSS, NH3-N, TRC
Burns Middle School
NCO066389
TSS, NH3-N

SOC - EMC WQ No. 98-001
page 2
School
NPDE-S P-ermit No.
Final Effluent Limits
Casar Elementary School
NCO066397
BOD, NH3-N, TRC
Crest High School
NCO066401
TSS
Crest Middle School
NCO066460
TSS
Fallston Elementary School
NCO066419
BOD, NH3-N, TRC
Township 3 Elementary School
NCO066435
TSS, NH3-N
[Washington Elementary School
NCO066451
BOD, NH3-N, TRC
(c) That noncompliance with the conditions of the Permits identified in 1(b) above
constitutes causing/contributing to pollution of waters of this State;
(d) That CCS is within the jurisdiction of the Commission as set forth in Chapter 143,
Article 21 of the North Carolina General Statutes;
(e) Since this Special Order is by Consent, neither party will file a petition for a contested
case or for judicial review concerning these items.
2. CCS, desiring to comply with conditions of the permits identified in paragraph 1(a) above, does
hereby agree to do and perform all of the following:
(a) CCS agrees to pay the North Carolina Department of Environment and Natural
Resources the sum of $21,899.44 in full settlement for violations of G.S. 143-215.1 and
NPDES Permits as set forth in the Findings and Decision dated June 5, 1998. The payment
shall be submitted to the Director of the Division of Water Quality (DWQ), Post. Office Box
29535, Raleigh, North Carolina 27626-0535, within thirty (30) days of the signature of this
document by the CCS. This settlement also covers the violations that occurred at the subject
eight (8) facilities during the period starting September 1, 1997, until the effective date of this
Special Order. CCS agrees to waive its right to an Administrative Hearing or remission of
civil penalties for the above settlement amount. -MET-
(b) Comply with all terms and conditions of the permits except those effluent limitations
identified in paragraph 1(b) above. See Attachment A for current monitoring requirements
and effluent limitations. In the event of a NPDES Permit modification or renewal, any
effluent limitations or monitoring requirements contained therein shall supersede those
contained in Attachments A of this Special Order by Consent, except those effluent
limitations that have been modified, as identified in paragraph 2(d) below. The permittee
may also be required to monitor for other parameters as deemed necessary by the Director in
future permits or Administrative letters.

SOC -EMC WQ No. 98-001
page 3
(c) Upon signature of the Special Order by Consent, CCS will be expected to comply with
all schedule dates, terms, and conditions of this document, and undertake the following
activities in accordance with the indicated time schedule:
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Burns High
Apply for
Submit Plans
Begin
Complete
Achieve
School/
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066486
MET
MET
6/l/2000
10/31/2000
12/31/2000
Burns Middle
Apply for
Submit Plans
Begin
Complete
Achieve r
School
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066389
MET
MET
6/l/2000
10/31/2000
12/31/2000
Casar
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/1/99
1/31/2000
4/30/2000
NC0066397
for Permits -
MET
Crest High
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066401
and Apply
MET
9/l/99
1/31/2000
4/30/2000
for Permits -
MET
Crest Middle
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066460
and Apply
MET
9/l/99
1/31/2000
4/30/2000
for Permits -
MET
Fallston
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/l/99
1/31/2000
4/30/2000
NC0066419
for Permits -
MET
Township 3
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/1/99
1/31/2000
4/30/2000
NC0066435
for Permits -
MET

SOC -EMC WQ No. 98-001
page 4
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Washington
Apply for
Submit Plans
Begin
Complete
Achieve
Elementary
Permits-
and Specs-
Construction-
Construction-
Compliance
School/
3/l/99
9/l/99
l/1/2000
5/l/2000
7/l/2000
NC0066451
(d) During the time in which this Special Order by Consent is effective, comply with the
interim effluent limitations contained in Attachment A, except as provided for in paragraph
2(b) above should the permits be modified or renewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I, Section A
limitation page(s): (Each facility is listed on a separate page.)

SOC -EMC WQ No. 98-001
Burns High Modified Limitation Current Limitation
School/
NC0066486
Summer:
page 5
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
5.0 mg/L
7.5 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH,-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
40.0 mg/L
60.0 mg/L
10.0 mg/L
15.0 mg/L
TSS
40.0 mg/L
60.0 mg/L
30 mg/L
45 mg/L
NH,-N
monitor
n/a
4.0.mg/L
n/a
TRC
n/a
monitor
n/a.
17.0 ug/L

SOC -EMC WQ No. 98-001
page 6
Burns Middle
Modified Limitation
Current Limitation
School/
NC0066389
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
2.8 mg/L
n/a
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
12.0 mg/L
n/a

SOC -EMC WQ No. 98-001
page 7
Casar
Modified Limitation'
Current Limitation
Elementary
School/
NC0066397
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 8
Crest High
Modified Limitation
Current Limitation
School/
NC0066401
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L

SOC -EMC WQ No. 98-001
page 9
Crest Middle
Modified Limitation
Current Limitation
School
NC0066460
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L

SOC -EMC WQ No. 98-001
page 10
Fallston
Modified Limitation
Current Limitation
Elementary
School/
NC0066419
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH,-N
10.0 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
1-5.0 mg/L
NH,-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 11
Township 3
Modified Limitation
Current Limitation
Elementary
School/
NC0066435
Summer:
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average .
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
F5.0 mg/L
n/a'
Winter:
Effluent
Parameter
Monthly Average
Weekly Average
Monthly Average
Weekly Average
TSS
40.0 mg/L
60.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
15.0 mg/L
n/a

SOC -EMC WQ No. 98-001
page 12
Washington
Modified Limitation
Current Limitation
Elementary
Schoou
NC0066451
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
10 mg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
15 mg/L
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L

SOC -EMC WQ No. 98-001
page 13
any activity liste�o)-aad2(c)-ahoye,-albmitAajJie-Diyision Di -ector--and-the,�al
••• o pliance, the notice shall• • -u • of h- •• for noncompliance
times for acccmplishmfnLaflisttd-aaiyititsinay-b(--affected.
3. CCS agrees that unless excused under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources, according
to the following schedule for failure to meet the deadlines set out in paragraph 2(c), or failure to
attain compliance with the effluent limitations/monitoring requirements contained in Attachments A,
except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC
Failure to- achieve compliance with $2000/violation
final effluent limits or failure to cease
the discharge by the scheduled date
(where applicable)
Failure to meet interim deadlines $100/day for the
for submittal of the construction first 7 days;
schedule, for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations $100 per omitted
value per parameter
4. CCS and the Commission agree that the stipulated penalties are not due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God;
b. An act of war;
C. An intentional act or omission of a third party, but this defense shall not be available
if the act or omission is that of an employee or agent of the defendant or if the act or omission
occurs in connection with a contractual relationship with the permittee;

SOC -EMC WQ No. 98-001
page 14
d. An extraordinary event beyond the permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of the above causes.
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The only issue in such an action will be whether
the 30 days have elapsed.
5. Noncompliance with the terms of this Special Order By Consent is subject to enforcement
action in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-21.5.6C.
6. This Special Order by Consent and any terms, conditions and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachments A of this Special Order by Consent, except as modified and
contained in paragraph 2(b) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
8. This Special Order by Consent shall expire on March 31, 2001.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY: Date
Superintendent Cleveland County Schools
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Date
Chairman of the Commission

ATTACHMENT A Burns High School Permit No. NCO066486
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this 'Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by
the permittee as specified below:
Fff_Iiient Characteristics Dischar-ge_Limi_tations Monitoring Regjdxements
Measurement Sample *Sample
Monthly Avg., Weekly Avg_ Daily --Max— Frequency Type Location
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BODS
40.0 mg/l
60.0 mg/1
Weekly
Grab
E
Total suspended Residue
40.0 mg/1
60. 0 mg/1
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D.
*Sample locations: E-
Effluent, I -Influent,
U-Upstream 50 feet, D-Downstream
0.1 mile but
above Burns
Jr. High
outfall
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Burns Middle School Permit No. NC0066389
EMC SOC WQ 98-003.
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall (s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent —Characteristics Dischar_ge_Limitations Monitoring Requiazements
Measurement Sample *Sample
Monthly -Avg. Weekly__Avgs_ Daily -Max- Frequency Type LooatiQn
Flow
0.02 MGD
Weekly
Instantaneous
I or E
BOD5,5 day, 20oC
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
Total Suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
1VH3-N
Weekly
Grab
E
Dissolved oxygen **
Weekly
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream just above NCSR 1665
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Casar Elementary School Permit No. NCO066397
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent—Charac_te.r.is.tics Dischar-gQ Limitations MQnitQring__ _equir_ements
Measurement Sample *Sample
MQrithLy_Avg__ Weekly_Ayg— Daily._Max.. Frequency Zype LQQation
Flow
0.0066 MGD
Weekly
Instantaneous
I or E
BODS
30.0 mg/1
4 5. 0 mg/L
2/Month
Grab
E
Total suspended Residue
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31)
10.0 mg/1
Monthly
Grab
E
1VH3-N (November 1-March 31)
15.0 mg/l
Monthly
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
pH***
2/Month
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream 0.1 mile
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
*** The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Crest High School Permit No. NCO066401
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order, and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent .�hara_otPr;sties.
Di-scharge. Limitations.
Monito i-ig—Req irements_
Measurement
Sample
*Sample
Monthl_y_AYg_-
Weekly -Avg. Dai1_y-Max_.
Freguenc-y_
Type
T_o_c ; on
Flow
0.0175 MGD
Weekly
Instantaneous
I or E
BODS 5
day, 200C
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
Total
suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Fecal
Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E
Total
Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Crest Middle School Permit No. NC0066460
EMC SOC WQ 96-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special. Order and l.ast.i ng until. April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Eff ueni Characteristics
Discharge-Limi-tationa
Monitoring
Requ;rementa
Measurement
Sample *Sample
Mon_thly_Av-g-
Weeklv__Avg- Daily Max.
Fr-esluency
Type Location
'
.oa
Flow
0.0175 MGD
Weekly
Instantaneous
I or E
BODS 5 day, 20°C
30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Total suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Fallston Elementary School Permit No. NCO066419
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of.this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
E.ffluentt Characteristi-cs Dischar-ge-limi to i ons Mon tor i ng Requirements
Measurement Sample *Sample
Monthly Avg_ Weekly Avg_ Daily Max..,. Fr-esluency Tvne Location
Flow
0.008 MGD
Weekly
Instantaneous
I or E
BOD5,5 day, 20oC
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total suspended Residue
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31)
10.0 mg/1
2/Month
Grab
E
NH3-N (November 1-March 31)
15.0 mg/l
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100 ml
2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent,
I -Influent,
U-Upstream above discharge point,
D-Downstream 300
feet below the
discharge point.
**The daily average dissolved
oxygen effluent concentration shall not be less
than 6.0 mg/L.
The pH shall not be less
than 6.0 standard
units nor greater than 9.0 standard units and shall
be monitored
3/week
at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Township Three Elementary School Permit No. NC0066435
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluent Characteris.tii_cs Dischax_ge_Limi.tatLQns MQnitosing_Re_gnir_ements
Measurement Sample *Sample
MQnthly_Avg... Weekl_y_.Avg— Daily -Max— Frequency Type T_ocat; on
Flow
0.0075 MGD
Weekly
Instantaneous
I or E
BOD5.5 day, 200C
30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Total Suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
NH,-N
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent,
I -Influent,
U-Upstream 50 feet, D-Downstream
100 feet below the
discharge point
**The daily average dissolved
oxygen
effluent concentration shall not be less
than 6.0 mg/L.
The pH shall not be less
than 6.0
standard units nor greater than 9.0 standard
units and shall
be monitored
weekly
at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Washington Elementary School Permit No. NCO066451
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until July 1, 2000, the Permittee is
authorized to discharge from outfall(s) serial number .001. Such discharges shal-1 be limited and monitored by the
permittee as specified below:
Ef-fluent_Characteristi-cs Discharge —Limitations Monitoring —Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg_ DaiLy_Max— Frequency Type Lo-cation
Flow 0.008 MGD
Weekly
Instantaneous
I or E
BODS, 5 day, 200C 30.0 mg/l
45.0 mg/L
2/Month
Grab
E
Total suspended Residue 30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31) 10.0 mg/1
2/Month
Grab
E
NH3-N (November 1-March 31) 15.0 mg/I
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform 200/100 ml
400.0/100
ml. 2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent, I -Influent,
U-Upstream above discharge
point when there is flow, D-Downstream 100
feet below the discharge point.
**The daily average dissolved oxygen
effluent concentration shall not
be less than 6.0 mg/L.
The pH shall not be less than 6.0
standard units nor greater than 9.0
standard units and shall
be monitored
3/week
at the effluent by grab sample.
There shall be no discharge of floating solids -or visible foam in other than trace amounts.

SOC -EMC WQ No. 98-001
page 3
(c) Upon signature of the Special Order by Consent, CCS will be expected to comply with
all schedule dates, terms, and conditions of this document, and undertake the following
activities in accordance with the indicated time schedule:
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Burns High
Apply for
Submit Plans
Begin
Complete
Achieve
School/
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066486
MET
MET
6/l/2000
10/31/2000
12/31/2000
Burns Middle
Apply for
Submit Plans
Begin
Complete
Achieve
School
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066389
MET
MET
6/1/2000
10/31/2000
12/31/2000
Casar
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/l/99
1/31/2000
4/30/2000
NC0066397
for Permits -
MET
Crest High
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066401
and Apply
MET
9/1/99
1/31/2000
4/30/2000
for Permits -
MET
Crest Middle
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066460
and Apply
MET
9/l/99
1/31/2000
4/30/2000
for Permits -
MET
Fallston
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
6/1/2000
10/31/2000
12/31/2000
NC0066419
for Permits -
MET
Township 3
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
MET
9/l/99
1/31/2000
4/30/2000
NC0066435
for Permits -
MET

ATTACHMENT A Burns High School Permit No. NC0066486
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall serial number 001. Such discharges shall be limited and monitored by
the permittee as specified below:
Eff.luexLt_C aracteristi-Cs. Di_scharge Limitatlaas Monitor-ing _Reg Ltr_ements
Measurement Sample *Sample
Msoja_thly Avg_ Weekly_Av_g__ aa_ily_Lax. Frequency_ Type Lo_catson
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BODS
40.0 mg/1
60.0 mg/1
Weekly
Grab
E
Total Suspended Residue
40.0 mg/1
60.0 mg/1
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E-
Effluent, I -Influent,
U-Upstream 50 feet, D-Downstream
0.1 mile but
above Burns Jr.
High
outfall
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Burns Middle School Permit No. NC0066389
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Ef_f_luei3..t_Cha_r_a_c+ er _tJ_c_s Di-schax_ge I,_ m _i_o_u_a Momit_o_ring__R_e_cluirements
Measurement Sample *Sample
M_on.tbly Ava_ Weekly va. Daily Max.,_ Frequency Tye Location
Flow
0.02 MGD
Weekly
Instantaneous
I or E
BODS 5 day, 20oC
30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Total Suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
NH3-N
Weekly
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream just above NCSR 1665
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Casar Elementary School Permit No. NCO066397
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
EffluPjat_Chazactesistics Discharge___Timitati-off M9nitoring Requirements
Measurement Sample *Sample
Monthly Avg_` TleekLy Ava._ Daily Max. Fr_eq_ttesLc_y Type L1Qcation
Flow
0.0066 MGD
Weekly
Instantaneous
I or E
BOD5
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total suspended Residue
30.0 mg/l
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31)
10.0 mg/1
Monthly
Grab
E
NH3-N (November 1-March 31)
15.0 mg/1
Monthly
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400/100 ml
2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
pH***
2/Month
Grab
E
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream 0.1 mile
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
*** The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Crest High School Permit No. NC0066401
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Effluen_t_CharacteristLos
Aischa�ge Limitations_
Motorring Be_gi _rememte_
Measurement
Sample
*Sample
Mont y Ava—
Wee_kl_y Avg. D-ally_Max-
Freq_uenc:_y
Type
Lo-c-at_io�n
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BODS, 5 day, 200C
30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Total Suspended Residue
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
NH3-N
2/Month
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
Dissolved Oxygen
Weekly
Grab
U,D
*Sample locations: E- Effluent, I -Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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ATTACHMENT A Fallston Elementary School Permit No. NCO066419
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until April 30, 2000, the Permittee
is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored by the
permittee as specified below:
Efffluent Characteris_ti-c-a
D urge Limitations
Monitor ing___Requireme-nts.
Measurement
Sample
*Sample
Monthly Avg...
Weekly Ava. Dai]-y_iax_
Frequency
Tw.Pe
Location
Flow
0.008 MGD
Weekly
Instantaneous I or E
BOD5,5 day, 20oC
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total Suspended Residue
30.0 mg/l
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31)
10.0 mg/1
Monthly
Grab
E
NH3-N (November 1-March 31.)
15.0 mg/1
Monthly
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100 ml
2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent, I -Influent, U-Upstream above discharge point,
D-Downstream 300
feet below
the
discharge point.
**The daily average dissolved oxygen
effluent concentration shall not be less
than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall
be monitored 3/week
at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Washington Elementary School Permit No. NCO066451
EMC SOC WQ 98-001
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until July 1, 2000, the Permittee is
authorized to discharge from outfall(s) serial number 001. Such discharges shall -be limited and monitored by the
permittee as specified below:
E.ffluent._.Char..aete i sti cs Diseharge_..Limitations Moni .sLng Beguiroment_s.
Measurement Sample *Sample
Monthly_.yg_ Weekly_.8v9__1 Daily Max. Frequency Type iD_C, _n
Flow 0.0045 MGD
Weekly
Instantaneous
I or E
BOD5, 5 day, 20°C 30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total suspended Residue 30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N (April 1-October 31) 10.0 mg/1
2/Month
Grab
E
NH3-N (November 1-March 31) 15.0 mg/l
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform 200/100 ml
400.0/100
ml 2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent, I -Influent,
U-Upstream above discharge
point when there is flow, D-Downstream 100
feet below the discharge point.
**The daily average dissolved oxygen effluent concentration shall not
be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard
units nor greater than 9.0
standard units and shall
be monitored
3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible fQAin in other than trace 'amounts.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary?,���
Kerr T. Stevens, Director V
April 15, 1999
Mr. Larry McIntyre
Cleveland County Schools
866 Poplar Springs Church Road
Shelby, North Carolina 28152
L
►r
NCDENR
NORTH (aA@ LINA DEPARTMENT OF
ENVIROXM! NTjr fJD_'N&URAL RESOURCES
APR 2(D bpqq
Subject: Request for Addiii6nal Info.
Cleveland County Schools ATCs
Cleveland County
Dear Mr. McIntyre:
The Division's NPDES Unit has completed its preliminary review of the plans and
specifications for authorization to construct (ATC) at seven Cleveland County Schools facilities. This
review has raised the following questions and/or concerns:
• Are the equalization blowers each sized at the stated CFM, or do they combine to provide
the stated CFM?
• The specification pages intermix blower -sizing units. Sometimes CFM is used while at
other times CFS and CPS are used. Units should be consistent and for the purposes of
this review, it is assumed that CFM is the appropriate unit of measure.
• Sheet 7 of 18 indicates the diameter of the EQ tank for Township #3 to be 20' while all
other references indicate the tank diameter is 18'. Please clarify.
• Variable effluent total suspended solids levels have raised concern with the
implementation of an UV disinfection system. Is it possible to maintain chemical
disinfection as a backup should solids render the UV systems ineffective?
• Plans indicate that disinfection at Fallston will be via UV while the specifications indicate
disinfection will be via chlorination. Please clarify.
• Regional Office staff have indicated that some of the schools are used as storm shelters.
Please provide information regarding how the Division's standby power requirements will
be met while these shelters are being used during power outage situations.
If you have any questions or comments regarding these speculative limitations, please do not
hesitate to contact me at telephone number [phone], extension 553.
Sincerel i
Mark McIntire
Environmental Engineer
Cc: NPDES Permit File
�Nlooresville_Regional. Offce,'1Na"ter'Qualty— -
Mr. Bo Moorefield, P.E., Dewberry 0 Davis, 600 Lexington Ave., Charlotte, NC 28203
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

s
State'of North Carolina
Department of Environment
and Natural Resources `
Division of Water Quality
fJames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C
A. Preston Howard, Jr., P.E., Director �
FzPt
September 10, 1998.
Larry McIntyre Director of Plant Operations �• :__,, - �'
Cleveland County Board of Education
866 Poplar Springs Church Road
Shelby, North Carolina 28152
Subject: Upfront Penalty Payment
Special Order by Consent
EMC SOC WQ 98-001
Cleveland County BOE
Cleveland County
Dear Mr. McIntyre:
This is to acknowledge receipt of check number 250503 in the amount of $21,899.44 received
in our office on September 8, 1998.
This payment satisfies the School System's obligation under the Special Order by Consent
(SOC WQ 98-001), Paragraph 2 (a), as settlement for alleged violations of G.S. 143-215.1 and
NPDES permits as set forth in the F&D dated June 5, 1998. This settlement also covers the
violations that occurred at the subject eight (8) facilities during the period starting September 1,
1997, until the effective date of the Special Order by Consent (SOC WQ 98-001).
The SOC document is currently at the Division's Central Office under review. If you have
questions concerning this payment or the status of the SOC you may contact Marcia Lieber in our
Central Office at [phone], extension 530.
Sincerely,
Susan Wilson, Supervisor
Point Source Compliance Group
cc: Mooresville Regional Office
SOC Files
Central Files
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

State of North Carolina
}�,✓ Department of Environment
and Natural Resources / • •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary D C A l R
A. Preston Howard, Jr., P.E., Director G N V
September 4, 1998
�r `�.� - CERTIFIED MAIL
' RETURN RECEIPT REQUESTED
SR SEP 1 0 lop^
Mr. Larry McIntyre, Director _
A Plant Operations _
Cleveland County Board of Education ,'. T ,
866 Poplar Springs Church Road.
Fv �� Shelby, NC 28152
Subject: Remission Request of
' Civil Penalty Assessments
F 8 Cleveland County Schools
NPDES Permit Numbers NC0066486,
NC0066389, NC0066397, NC0066401,
NC0066460, NC0066419, NC0066435,
NCO066451
Cleveland County
Case Numbers LV 97-039, LM 97-012,
LV 97-046, LM 97-013, LM 97-0141)
LV 97-047, LV 97-044, LV 97-042
Dear Mr. McIntyre:
I have considered the information submitted in support of your requests for remission in
accordance with G.S. 143-215.6A(f) and have made the following decision:
The civil penalties assessed in the matters of cases LV 97-046 ($3,000.00) and LV 97-047
($3,500.00) have been remitted in full. Costs of enforcement from these cases (totaling $537.36)
must still be paid.
Remission in the matters of the remaining six cases has been denied. However, should the
Cleveland County Schools expeditiously negotiate and enter into a Special Order by Consent
(SOC) with the Environmental Management Commission, I will agree to settle the penalties
assessed in those six cases for the total amount of $21,362.08 (representing 50% of the assessed
civil penalties, plus the full amount of enforcement costs). It is my understanding that progress
is being made in this matter and an SOC is currently being drafted by the Mooresville Regional
Office. Should you wish to accept the proposed settlement offer, a total payment of $21,899.44
(representing the enforcement costs due from those cases which were remitted plus the proposed
settlement figure) should be paid upon your signing of the SOC.
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

PPP,PPP,1
.
Should you instead choose to pay the modified penalties (totaling $41,649.44), payment
should be tendered to me at the letterhead address within 30 days of the receipt of this letter.
Please make checks payable to the Department of Environment and Natural Resources.
You also have the option of continuing your appeal and presenting your request to the
Committee on Civil Penalty Remissions, which is comprised of members of the Environmental
Management Commission. The committee may consider such requests and render final and
binding decisions in these matters. You may argue your request before the committee and
Division Staff will argue against any reduction of the assessment.
Should you choose to present your request to the committee please notify me at the
letterhead address within 30 days of the receipt of this letter. Your request will be scheduled to
be heard on the agenda of the next scheduled committee meeting and you will be notified of the
date and time. If a response is not received by the Division regarding this notice, your request
will be scheduled, on the agenda for an upcoming committee meeting.
If you have any questions about this letter, please do not hesitate to contact Bob Sledge at
[phone], extension 233.
Thank you for your cooperation in this matter.
Sincerely,
A. Preston Howard, Jr., P. .
cc: I 0-h1&ille-Regiona 0ffice,
Enforcement File
Attorney General's Office
Central Files

DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
Date
MEMO: To subject
d
4�,

ern
CDENR
DIVISION OF WATER QUALITY
July 22, 1998
Memorandum To: D. Rex Gleason
From: Todd St. John (Wetlands Unit) .
Subject: Cleveland County Schools Request or Remission
File Nos. LV, 97-039, LM 97-012, LV 97-046, LM 97-013,
LM 97-014, LV 97-047, LV 97-044, LV 97-042
Cleveland County
There does not appear to be any information provided by Cleveland County
Schools in its request for remission dated'June 26, 1998, which indicates any mitigating
circumstances in regards to the above cases. However, during a meeting on July 21, 1998,
Cleveland County Schools representatives claim to have been subjected to difficult
demands and lengthy delays in their attempt to obtain subsurface disposal permits from
DEH for Fallston Elementary School (File No. LV 97-047), and Casar Elementary
School (File No. LV 97-046). However, Cleveland County Schools did not apply for an
SOC for these schools until January 13, 1998. According to the NPDES permit file, a
recommendation.for enforcement was sent by your Office for all eight schools on
September 5, 1997.

DIVISION OF ENVIRONMENTAL MANAGEMENT
MOORESVILLE REGIONAL OFFICE
RECORD OF MEETING
9MMO TO FILE:
DATE COUNTY lACAT I ON
SECTION SUBJECT
ATTENDEES/PHONE NO.
1.
2.
3.
4.
7.
E3 .
10.
11.
12.
Il.
14.
15.
16.
SUMMARY ( or attach notes) :(
CXMCLUSIONS:
1611,09

pr
Stato of Borth 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
Mr. Larry McIntyre, Director
Plant Operations
Cleveland County Board of Education
866 Popalr Springs Church Road.
Shelby, NC 28152
Dear Mr. McIntyre:
,.
July 6, 1998
JUL 9 1998
`u... i,•:_`'.. �tiii'IiT
Subject: Remission Request of
Civil Penalty Assessments
8 Cleveland County Schools
NPDES Permit Numbers NC0066486,
NC0066389, NC0066397, NC0066401,
NC0066460, NC0066419, NC0066435,
NCO066451
Cleveland County
Case Numbers LV 97-039, LM 97-012,
LV 97-046, LM 97-013, LM 97-014,
LV 97-047, LV 97-044, LV 97-042 -
This letter is to acknowledge your requests for remission of the civil penalties levied
against the subject facilities. Your requests will be placed on the agenda of the Director's next
scheduled enforcement conference and you will be notified of the results.
If you have any questions about this matter, please do not hesitate to contact Bob Sledge
at [phone], extension 233.
Sincerely,
, % J&L
usan A. Wilson, Supervisor
Point Source Compliance/Enforcement Unit
cc: ff Ueginnal'O:ff cefw-7attachments
Enforcement/Compliance w/attachments
Central Files w/attachments
Bob Sledge w/2 attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535. Telephone [phone] FAX [phone]
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PPP,p.pp- k
STATE OF NORTH CAROLINA
UNTO' OF Cleveland
EMTAGEMENi�ti
COMMISSION
CO
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL PENALTIES AGAINST ) ADN/M ISTRATIVE HEARING AND
PERMIT NO * see below ) STIPULATION OF FACTS
* see below
FILE NO.
Having been assessed civil penalties totaling
$ 48,149.44 for
violation(s) as set forth in the assessment document of the Director of the Division of Water Quality
dated,
June 5, 1998 the undersigned, desiring to seek remission of the civil
penalties, does hereby waivP- the right to an administrative hearing in the above -stated matter and
does stipulate that the facts are as alleged in the assessment document.
This the
* Burns High School
File #.LV 97-039
NPDES Permit # NCO066486
* Burns Middle School
File # LM 97-012
NPDES Permit # NCO066389
* Casar Elementary School
File # LV 97-046
NPDES Permit # W-0066397
* Crest HiTZ School
File # LM 97-013
NPDES Permit # N00066401
* Crest Middle School
File # LM 97-014
NPDES Permit # NCO066460
* Fallston Elementary School
File # LV 97-047
NPDES Permit # NCO066419
26 day of June
* Township Three Elementary School
File # LV 97-044
NPDES Permit # NCO066435
*. Washington Eleirnntary School
File # LV 97-042
i NPDES Permit # NCO066451
IGNATURE
• Larry McIntyre, Director of Plant Operations
ADDRESS
Cleveland County Schools
Plant Operations
866 Poplar Springs Church Road
Shelby, North Carolina 28152
TELEPHONE
[phone]

PP71PPP
.
t 1
Cleveland County Schools
Plant Operations
866 Poplar Springs Church Road
Shelby, North Carolina 28152
June 29,1998
A. Preston Howard, Jr. P.E.
Water Quality Section Chief
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
SUBJECT: Notifications of Civil Penalties for Violations of the Cleveland County School
System
Dear 1&. Howard,
This letter is to request remission or mitigation considerations for the penalties assessed
the Cleveland County Schools. We agree to a waiver to an administrative hearing and
stipulate that there are no factual or legal issues in dispute. Attached is a waiver and
stipulation form for the eight schools, along with file numbers and NPDES permit numbers
for each school.
The Cleveland County Schools have been trying for several years to rectify our wastewater
problems to be discussed later in this letter. This discussion, along with the enclosed budgets,
will show a justification for remission of penalties which would allow those funds to be used
to help address the problems.
The school system has talked to a retired municipal waste treatment director, who holds a grade
four license, to act as a consultant. His duties will be to monitor all testings, reports, lab results,
and make recommendations of procedure, equipment, dechlorination etc. to help us maintain
compliance. He is expected to start the second week of July 1998.
The following is a brief summary of our attempts at rectification:
In November 1991 Frank Cockinos and Associates was hired to prepare a preliminary
engineering study and recommendations for four schools- Burns High, Casar Elem!914U,
Fallsto Elementary, and Washington Elementary. The report was comp ei tE -m lune
1992. Several months of evaluations an u gets were reviewed and in January 1993

the decision to pursue underground disposal was made.
• Fallston Elementary School - Prelimary soil testings were started in February 1994.
Engineering began December 1994 for an underground nitrification system. The
additional property was purchased, system designed, erosion control completed, and
job ready to be bid in May 1996 the system was disapproved by the State
• In May 1996 the city of Shelby was contacted to see if a sewer line from Fallston could
be connected to their municipal system approximately eight miles away. This would not
only connect Fallston Elementary but include Burns High and Bums Middle schools.
The estimated cost of the system was $ 1,625,500.00.
• In May of 1996, Mr. Bob DeWeese, Environmental Engineer Plant Operations,
Department of Public Instruction was asked to study and make recommendations and
alternative solutions for upgrading our wastewater plants. Hi report was completed in
August of 1996.
• Casar Elementary School - In October 1996 Dewberry and Davis Consulting Engineers
were hired to obtain approvals for the installation of an underground nitrification system.
Prior to the purchase of additional property. Soil evaluation and recommendations have
been completed on one parcel of property and forwarded to the State. Because of the
price the property owners were asking for the property a second piece of property was
tested in June 1998. We are waiting for these results.
Washington Elementary School - In October 1996 Dewberry and 13avis Consulting
Engineers were hired to obtain approval of an underground nitrification system prior
to the purchase of additional property. Soil evaluations were completed and
recommendations were made for a re -circulating sand filter. The property was purchased
and design is now in process.
In.December 1996, McGill and Associates, Consulting Engineers were hired in
conjunction with the Isothermal Planing and Development Commission to study and
evaluate municipal sewer systems for the towns of Fallston, Kingston, Lattimore and
Polkville. The study is complete and grants and assistance programs have been applied
for. If the Fallston system is completed Bums High, Burns Middle, and Fallston
Elementary would be connected to that system.
In September 1997, W.K. Dickson and Company, Inc. Consulting Engineers were
hired in conjunction with the City of Shelby to study the feasibility of connecting
Crest High and Crest Middle schools to the Shelby Municipal system. The study
has been completed and because of great expense of the infrastructure for the town
and school system it has been deferred
In April 1998 West and Associates, PA Consulting engineers were hired to design
a sewer system for a new elementary school in the southwestem part of the county.

The town of Boiling Springs has a municipal sewer system approximately eight tenths
of a mile from the property. Bo g Springs councilmen have agreed to furnish
$75,500.00 toward the project estimated to be $ 295,000.00 . Leaving $ 219,500.00
to be budgeted in 1999-2000 by the Cleveland County Schools.
On May 4tN 1998, SM: Apptic
NCDENR in Mooresville, N.C.
Fallston Elementary School, anc
the results of these applications.
The Cleveland County Schools
the custodial stags to explain tl
are discharged into our treatmc
Listed below is a list of
assistance in budgeting
May ' 1996, Dr. W. Earl W
Cleveland County school
for monies and county inv,
August 1996, Mr. Larry 1
the status andpnticipated
October 1997, Dr. W. Earl W
Larry McIntyre met with Mr.
and budgets.
tions ( Revised ) were sent to Mr. Rex Gleason -
or Burns High School, Casar Elementary School,
Washington Elementary School. We are waiting for
.eet annually with employees of Food Service and
importance of limiting chemicals and cleaners that
plants especially chlorox, ammonia, and strippers.
made to school and government officials to ask for
concerns.
Dr. Jerry McSwain and Mr. Larry McIntyre from the
met with Mr. Lane Alexander, County Manager to ask
in funding upgrade projects.
reported to the Cleveland County School Board
for sewer upgrades.
, Dr. Jerry McSwain, Ms. Becky Church, and Mr.
Alexander to bring him up to date on sewer issues
November 1997, Dr. W. Earl Watson, Dr. Jerry McSwain, Ms. Becky Church, and
Mr. Larry McIntyre met with Mr. Lane Alexander and Mr. Tim Crawley, County
Commissioners chairman, to ask for special assistance on funding wastewater systems.
I have talked to Mr. Todd St. John at the Mooresville Regional office of DEHNR and
he would like to set up a meeting the first or second week of July 1998 to discuss and
plan solutions for the eight permitted Cleveland County Schools. Our systems have
outdated designs, excessive flow ( because of enrollment), discharge to low or no flow
streams, equalization problems, and need for dechlorinization. In this meeting, hopefully,
the Cleveland County schools can come back with a plan of action that we can carry out
to remedy our discharge problems. We will also discuss the possibility of applying for
S.O.C.'s for Crest High, Crest Middle, Township Three and Burns Middle schools.
Those asked to attend this meeting are:
Mr. Todd St. John, Environmental Engineer DEHNR
Mr. Rex Gleason, Supervisor DEHNR

Mr. Marty Allen, Environmental Health Supervisor II, Cleveland County
Mr. Birk Ayer, Engineer, Dewberry and Davis
Dr. Jerry McSwain, Asst. Superintendent, Cleveland County Schools
Mr. Larry McIntyre, Director of Plant Operations, Cleveland County Schools
In June 1998, Dewberry and Davis, Consulting Engineers were asked to begin
engineering and design for the upgrade of Burns High School's wastewater plant.
As you can see from the attached estimates the payment of the civil penalty would be
better used if it could be budgeted for necessary remedial actions.
I have tried to be as succinct as possible in my responses, but if you need additional
information of if I can answer any questions you may have, please do not hesitate to
call me at [phone].
ZMe
z
re (Permittee )
Director of Plant Operations
Cleveland County Schools
Attachments:
• Waiver of right to an administrative hearing and stipulation of facts
• Letter from Mr- Marty Allen, R. S. , L. S. S.
Environmental Health Supervisor U
Cleveland County Health Dept.
• Letter from Mr. Birk Ayer, P.E.
Project Engineer
Dewberry and Davis
• Projected costs estimates and preliminary budgets

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., Direct&
IA
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dr. Earl Watson, Superintendent
Cleveland County School System
130 South Post Road
Suite 2
Shelby, North Carolina 28152
Dear Dr. Watson:
. A 'T 19;VA
LT.
410 o
Oak
D E N R
June 5, 1998
S�:�.{' CCU'
JUN I! 199b
SUBJECT: Assessment of Civil Penalties for Violation(s) of
N.C. General Statute(s) 143-215.1(a)(6)
Cleveland County School System
Township #3 Elementary School
Cleveland County
File No. LV 97-044
NPDES Permit No. NC0066435.
This letter transmits notice of a civil penalty assessed against Cleveland County School
System — Township #3 Elementary School in the amount of $4518.68, including - $268.68 in
enforcement costs.
Attached is a copy of the assessment document explaining this penalty. This action was
taken under the authority vested in me pursuant to delegation provided by the Secretary of the
Department of Environment and Natural Resources. Any continuing violation(s) may be the
subject of a new enforcement action, including an additional penalty.
Within thirty days of receipt of this notice, you must do one of the following:
Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment
and Natural Resources (do not include waiver form). Payment of the penalty will
not foreclose further enforcement action, for any continuing or new violation(s).
Please submit payment to the attention of:
Water Quality Section Chief
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
OR
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

2. Submit a written request for remission or mitigation including a detailed
justification for such request.
A request for remission or mitigation is limited to consideration of the
reasonableness of the amount of the penalty and is not the proper procedure for
contesting the accuracy of any of the statements contained in the assessment letter.
Because a remission request forecloses the option of an administrative hearing,
such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation that there are no factual or legal issues in dispute. You
must execute and return to this office the attached waiver and stipulation form and
a detailed statement which you believe establishes whether:
(a) one or more of the civil penalty assessment factors in G.S. 143B-282. I (b)
were wrongfully applied to the detriment of the petitioner;
(b) the violator promptly abated continuing environmental damage resulting
from the violation;
(c) the' violation was inadvertent or a result of an accident;
(d) the violator had been assessed civil penalties for any previous violations;
(e) payment of the civil penalty will prevent payment for the remaining
necessary remedial actions.
Please submit this information to the attention of:
Water Quality Section Chief
Division of Water Quality
P.O. Box 29535
Raleigh, North Carolina 27626-0535
or
3. Submit a written request for an administrative hearing:
If you wish to contest any statement in this assessment letter, you must request an
administrative hearing. This request must be in the form of a written petition to the
Office of Administrative Hearings and must conform to Chapter 150B of the North
Carolina General Statutes. You must
File your original petition with the
Office of. Administrative Hearings
P.O. Drawer 27447
Raleigh, North Carolina 27611-7447
and
Mail or hand -deliver a copy of the petition to
Mr. Dan McLawhorn
General Counsel
Department of Environment and Natural Resources
P.O. Box 27687
Raleigh, North Carolina 27611-7687

Iq Failure to exercise one of the options above within thirty days as evidenced by a date
stamp (not a postmark) indicating when we received your response, will result in this matter
being referred to the Attorney General's Office with a request to initiate a civil action to collect
the penalty. Please be advised that additional assessments may be levied for future violations
which occur after the review period of this assessment.
If you have any questions concerning this matter, please contact Mr. Bob Sledge at (919)
733-5083, extension 233.
Sincerely,
A. Preston Howard, Jr., P.E.
Attachment
cc: eg iezvrisor/ta'�haettt"s�
Compliance/Enforcement Filmsattachments
Central Files w/attachments
Public Information Office w/attachments

i
STATE OF NORTH CAROLINA
COUNTY OF
ENVIRONMENTAL MANAGEMENT
COMMISSION
IN THE MATTER OF ASSESSMENT ) WAIVER OF RIGHT TO AN
OF CIVIL. PENALTIES AGAINST ) ADMINISTRATIVE HEARING AND
PERMIT NO. ) STIPULATION OF FACTS
FILE NO.
Having been assessed,civil penalties totaling for
violation(s) as set forth in the assessment document of the Director of the Division 'of Water Quality
dated, , the undersigned, desiring to seek remission of the civil
penalties, does hereby waive the right to an administrative hearing in the above -stated matter and
does stipulate that the facts are as alleged in the assessment document.
This the day of , 19
SIGNATURE
ADDRESS
TELEPHONE

r
STATE OF NORTH CAROLINA
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF CLEVELAND )
COUNTY SCHOOL SYSTEM )
TOWNSHIP #3 ELEMENTARY SCHOOL)
FOR VIOLATIONS OF: )
NPDES PERMIT NO. NCO066435 )
AND NORTH CAROLINA GENERAL )
STATUTE 143-215.1(a)(6) )
' File No. LV 97-044
FINDINGS AND DECISIONS
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to North Carolina General Statute (G.S.) 143-215.6A, I, A. Preston Howard,
Jr., P.E., Director of the Division of Water Quality (DWQ), make the following: .
I. FINDINGS OF FACT:
A. Cleveland County School System (hereafter CCSS) is a public school system
organized and existing under the laws of the State of North Carolina.
B. The CCSS operates a 0.0075 MGD wastewater treatment plant at Township #3
Elementary School on NC 1107, north of Earl in Cleveland County, North Carolina.
C. The CCSS was issued NPDES Permit No. NCO066435 on December 31, 1993, with
an effective date of February 1, 1994 and an expiration date of December 31, 1998.
D. Said permits contain the following relevant monthly average and daily maximum
effluent limitations:
Monthly Average .
Parameter Limitation Units
Ammonia as Nitrogen 5.0 (Summer) mg/1
BOD 30.0 mg/l
Daily Maximum
Parameter 'Limitation Units
BOD 45.0 mg/1
BOD = Biochemical Oxygen Demand

Township 43 Elementary School
Page Two
E. Monthly self monitoring reports since August 1996 through July 1997 have revealed
exceedances of the above -cited permit effluent limits as detailed in Attachment A.
F. None of the above -cited exceedances of the permit effluent limitations were the
result of a bypass or power failure at the plant as defined by the permit.
G. An enforcement action (Case No. LV 96-09) was recommended for the CCSS's
Washington Elementary School limits violations occurring from September 1995
through February 1996. A civil penalty was not assessed. Civil penalties
($150.00/school) were assessed for Washington Elementary School (LR 90-327),
Township #3 Elementary School (LR 90-329), Burns High School (LR 90-325),
Crest Junior High School (LR 90-326), Fallston Elementary School (LR 90-331),
Casar Elementary (LR 90-333), Bums Junior High (LR 90-334), and Crest High
School (LR 90-332) for late reporting (5/31/90 monitoring report was not filed
within the thirty day reporting period). A civil penalty totaling $150.00 was paid
November 26, 1990 by Cleveland County Schools for all cases.
H. The costs to the State of the enforcement procedures in this matter totaled $ 268.68.
Based upon the above Findings of Fact, I make the following:
lT. CONCLUSIONS OF LAW:
A. The CCSS is a "person" within the meaning of G.S. 143-212(4).
B. NPDES Permit No. NC0066435 is required by G.S. 143-215.1.
C. The effluent limitations contained in the subject permit are terms, conditions, or
requirements .of said permits.
D. The CCSS violated G.S. 143-215. 1 (a)(6) and NPDES Permit No. NC0066435 on
three (3) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the monthly average
permitted effluent limit for Ammonia as Nitrogen.
E. The CCSS violated G.S. 143-215.1(a)(6) and NPDES Permit No. NC0066435 on
three (3) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the monthly average
permitted effluent limit for BOD (Biochemical Oxygen Demand).

z
Township #3 Elementary School
Page Three
F. The CCSS violated G.S. 143-215.1(a)(6) and NPDES Permit No. NCO066435 on
eight (8) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the daily maximum
permitted effluent limit for BOD (Biochemical Oxygen Demand).
G. General Statute 143-215.6A(a)(2) provides that a civil penalty of not more than ten
thousand dollars per violation may be assessed against a person who violates
or fails to act in accordance with the terms, conditions, or requirements of a permit
required by G.S. 143-215.1.
H. The State's enforcement costs in this matter may be assessed against the CCSS
pursuant to G.S. 143-215.3(a)(9) and G.S. 143B-282.1(b)(8).
I. The Director, Division of Water Quality, pursuant to delegation provided for by G.S. .
143-215.6A(h), has the authority to assess civil penalties.
Based upon the above Findings of Fact and Conclusions of Law, 'I make the following:
III. DECISION:
Accordingly, the CCSS is hereby assessed a civil penalty of:
For of the three (3) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC0066435, by discharging waste into the waters of the
State in violation of.the monthly average permit effluent limit for Ammonia
as Nitrogen.
$ For Z of the three (3) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC0066435, by discharging waste into the waters of the
State in violation of the monthly average permit effluent limit for BOD.
$ /RSO. -00 For S of the eight (8) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC00066435, by discharging waste into the waters of the
State in violation of the daily maximum permit limit for BOD.
$ yt -EO. oo TOTAL CIVIL PENALTY, which is .3 percent of the maximum penalty
authorized by G.S. 143-215.6A.
$268.68 Enforcement costs
$ V3/ W. 6 J'TOTAL AMOUNT DUE

Township #3 Elementary School
Page Four
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282. 1 (b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public
health, or to private property resulting from the violations;
(2) The duration and gravity of the violations;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;.
(5) The amount of money saved by noncompliance; '
(6) Whether the violations were committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs
over which the Environmental Management Commission has regulatory authority;
and
(8) The cost to the State of the enforcement procedures.
(Date) A: Preston Howard, Jr., P.E., irect
Division of Water Quality

ATTACHMENT A
Violator: Cleveland County Township #3 Elementary. School WWTP
NPDES Permit No. NCO066435
MONTHLY AVERAGE LIMITS VIOLATIONS
Ammonia as Nitrogen Limit = 5.0 mg/l(Summerl
July 1997 5.8 mg/l
June 1997 5.68 mg/l
May 1997 13.88 mg/l
Biochemical Oxygen Demand Limit = 30.0 mg/l
May 1997 70.7 mg/l *
April 1997 46.8 mg/l *
March 1997 30.9 mg/l
TOTAL MONTHLY AVERAGE VIOLATIONS = 6
DAILY MAXIMUM LIMITS VIOLATIONS
Biochemical Oxv en Demand Limit = 45.0 mg/1
June 10, 1997
47 mg/l
May 20, 1997
150 mg/1
May 13, 1997
60 mg/l
May 6, 1997
65 mg/l
April 22, 1997
79 mg/l
April 15, 1997
55 mg/1
March 4, 1997
53 mg/1
August 28, 1996
50 mg/1
TOTAL DAILY. MAXIMUM VIOLATIONS = 8
* Assessed

�J
DIVISION OF WATER QUALITY
September 26, 1997
MEMORANDUM
TO: Kent Wiggins .
FROM: Barbara Christian, Acting Regional Supervisor V
THROUGH: D. Rex Gleason �RG
PREPARED BY: Patricia D. Beam rob
SUBJECT: Enforcement Action
Fast Track (LV)
Violation of N.C. General Statute
143-215.1(a)(6) and NPDES Permit
No. NCO066435
Cleveland County School System
Township #3 Elementary School
Cleveland County, NC
Attached please find a copy of the subject enforcement document. Enclosed also is the
Cleveland County School's response letter to the Recommendation for Enforcement. Based upon
our review of the response, an enforcement action is still recommended. If you have any questions,
please contact either Patricia or Rex.
Attachments
. :,

STATE OF NORTH CAROLINA
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF CLEVELAND )
COUNTY SCHOOL SYSTEM )
TOWNSHIP #3 ELEMENTARY SCHOOL)
FOR VIOLATIONS OF: )
NPDES PERMIT NO. NC0066435 )
AND NORTH CAROLINA GENERAL )
STATUTE 143-215.1(a)(6) )
File No. LV
FINDINGS AND DECISIONS
AND ASSESSMENT OF
CIVIL PENALTIES
Acting pursuant to North Carolina General Statute (G.S.) 143-215.6A, I, A. Preston Howard,
Jr., P.E., Director of the Division of Water Quality (DWQ), make the following:
FINDINGS OF FACT:
A. Cleveland County School System (hereafter CCSS) is a public school system
organized and existing under the laws of the State of North Carolina.
B. The CCSS operates a 0.0075 MGD wastewater treatment plant at Township #3
Elementary School on NC 1107, north of Earl in Cleveland County, North Carolina.
C. The CCSS was issued NPDES Permit No. NC0066435 on December 31, 1993, with
an effective date of February 1, 1994 and an expiration date of December 31, 1998.
D. Said permits contain the following relevant monthly average and daily maximum
effluent limitations:
Monthly Average
Parameter Limitation Units
Ammonia as Nitrogen 5.0 (Summer) mg/l
BOD 30.0 mg/l
Daily Maximum
Parameter Limitation Units
BOD 45.0 mg/l
BOD = Biochemical Oxygen Demand

Township #3 Elementary School
Page Two
E. Monthly self monitoring reports since August 1996 through July 1997 have revealed
exceedances of the above -cited permit effluent limits as detailed in Attachment A.
F. None of the above -cited ex eedances of the permit effluent limitations were the
result of a bypass or power failure at the plant as defined by the permit.
G. An enforcement action (Cash No. LV 96-09) was recommended for the CCSS's
Washington Elementary Scl
through February 1996. A c
($150.00/school) were asses
Township #3 Elementary Sc
Crest Junior High School (L
Casar Elementary (LR 90-3:
School (LR 90-332) for late
within the thirty day reportii
November 26, 1990 by Cleo
col limits violations occurring from September 1995
vil penalty was not assessed. Civil penalties
ed for Washington Elementary School (LR 90-327),
cool (LR 90-329), Burns High School (LR 90-325),
Z 90-326), Fallston Elementary School (LR 90-331),
3), Burns Junior High (LR 90-334), and Crest High
-eporting (5/31/90 monitoring report was not filed
g period). A civil penalty totaling $150.00 was paid
;land County Schools for all cases.
H. The costs to the State of the enforcement procedures in this matter totaled $ 268.68.
Based upon the above Findings of act, I make the following:
LI. CONCLUSIONS OF LAW:
A. The CCSS is a "person" within the meaning of G.S. 143-212(4).
B. NPDES Permit No. NC006�435 is required by G.S. 143-215.1.
C. The effluent limitations con ained in the subject permit are terms, conditions, or
requirements of said permits.
D. The CCSS violated G.S. 14-215.1(a)(6) and NPDES Permit No. NC0066435 on
three (3) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the monthly average
permitted effluent limit for 4mmonia as Nitrogen.
E. The CCSS violated G.S. 14-215.l(a)(6) and NPDES Permit No. NC0066435 on
three (3) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the monthly average
permitted effluent limit for BOD (Biochemical Oxygen Demand).

Township #3 Elementary School
Page Three
F. The CCSS violated G.S. 143-215.1(a)(6) and NPDES Permit No. NCO066435 on
eight (8) occasions during the period August 1996 through July 1997 in the manner
and to the extent described in Attachment A, when the permittee permitted waste to
be discharged into the waters of the State in violation of the daily maximum
permitted effluent limit for BOD (Biochemical Oxygen Demand).
G. General Statute 143-215.6A(a)(2) provides that a civil penalty of not more than ten
thousand dollars per violation may be assessed against a person who violates
or fails to act in accordance with the terms, conditions, or requirements of a permit
required by G.S. 143-215.1.
H. The State's enforcement costs in this matter may be assessed against the CCSS
pursuant to G.S. 143-215.3(a)(9) and G.S. 143B-282.1(b)(8).
I. The Director, Division of Water Quality, pursuant to delegation provided for by G.S.
143-215.6A(h), has the authority to assess civil penalties.
Based upon the above Findings of Fact and Conclusions of Law, I make the following:
III. DECISION:
Accordingly, the CCSS is hereby assessed a civil penalty of:
$ For of the three (3) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC0066435, by discharging waste into the waters of the
State in violation of the monthly average permit effluent limit for Ammonia
as Nitrogen.
$ For of the three (3) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC0066435, by discharging waste into the waters of the
State in violation of the monthly average permit effluent limit for BOD.
$ For of the eight (8) subject violations of G.S. 143-215.1(a)(6) and
NPDES Permit No. NC00066435, by discharging waste into the waters of the
State in violation of the daily maximum permit limit for BOD.
$ TOTAL CIVIL PENALTY, which is percent of the maximum penalty
authorized by G.S. 143-215.6A.
$268.68 Enforcement costs
$ TOTAL AMOUNT DUE

Township #3 Elementary School
Page Four
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 143B-
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public
health, or to private property resulting from the violations;
(2) The duration and gravity of the violations;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violations were committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs
over which the Environmental Management Commission has regulatory authority;
and
(8) The cost to the State of the enforcement procedures.
(Date) A. Preston Howard, Jr., P.E., Director
Division of Water Quality

ATTACHMENT A
Violator: Cleveland County Township #3 Elementary School WWTP
NPDES Permit No. NCO066435
MONTHLY AVERAGE LIMITS VIOLATIONS
Ammonia as Nitrogen
July 1997
June 1997
May 1997
Biochemical OXVgen Demand
May 1997
April 1997
March 1997
Limit = 5.0 mg/1(Summer)
5.8 mg/l
5.68 mg/l
13.88 mg/1
Limit = 30.0 mg/l
70.7 mg/1
46.8 mg/1
30.9 mg/l
TOTAL MONTHLY AVERAGE VIOLATIONS = 6
DAILY MAXIMUM LIMITS VIOLATIONS
Biochemical Oxygen Demand Limit = 45.0 mg/l
June 10, 1997
47 mg/l
May 20, 1997
150 mg/l
May 13, 1997
60 mg/1
May 6, 1997
65 mg/1
April 22, 1997
79 mg/1
April 15, 1997
55 mg/1
March 4, 1997
53 mg/l
August 28, 1996
50 mg/l
TOTAL DAILY MAXIMUM VIOLATIONS = 8

ENFORCEMENT CASE ASSESSMENT FACTORS
Type: (LV) Limits Violations
Violator: Cleveland County School System, Township #3 Elementary School
Address: 866 Poplar Springs Church Road
Shelby, North Carolina 28152
Regional Office: Mooresville
1. The degree and extent of harm to the natural resources of the State, to the public
health, or to private property resulting from the violations:
No harm has been measured or documented. NPDES Permit limit violations have the
potential to affect the designated uses of the receiving stream (i.e. recreation, agriculture,
water supply, etc.) and may cause water quality standards to be exceeded.
2. The duration and gravity of the violations:
Effluent limits violations occurred from August 1996 through July 1997.
3. The effect on ground or surface water quantity or quality or on air quality:
No adverse effects have been documented on groundwater and/or air quality. It is possible
that the limits violations of the oxygen demanding pollutants could impact surface water
quality, and endanger human, animal, and aquatic life.
4. The cost of rectifying the damage:
No environmental damage has been established.
5. The amount of money saved by noncompliance:
Money may have been saved by not providing adequate operation and maintenance of the
facility or by not constructing additional facilities to maintain compliance.
6. Whether the violations were committed willfully or intentionally:
There is no evidence to suggest that the violations were committed intentionally.
7. The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority:
An enforcement action (Case No. LV 96-09) was recommended the CCSS's Washington
Elementary School for limits violations occurring from September 1995 through February

Township #3 Elementary School
Assessment Factors
Page Two
1996. A civil penalty was not assessed. Civil penalties ($150.00/school) were
assessed for Washington Elementary School (LR 90-327), Township #3 Elementary School
(LR 90-329), Bums High School (LR 90-325), Crest Junior High School (LR 90-326),
Fallston Elementary School (LR 90-331), Casar Elementary (LR 90-333), Burns Junior High
(LR 90-334), and Crest High School (LR 90-332) for late reporting (5/31/90 monitoring
report was not filed within the thirty day reporting period). A civil penalty totaling $150.00
was paid November 26, 1990 by Cleveland County Schools for all cases.
8. The cost to the State of the enforcement procedures:
6.0 hours by investigator for investigating and
drafting report @ $16.17/hour $ 97.02
1.0 hour by Water Quality Regional Supervisor
for review @ $36.52 $ 36.52
1.0 hour by Acting Regional Supervisor
for review @ $24.21 $ 24.21
1.0 hour for clerical support @ $10.93 $ 10.93
Central Office Review and Processing: $ 100.00
TOTAL COST OF THE ENFORCEMENT PROCEDURES: $268.68
9. Type of violator and general nature of business (i.e. individual vs. large corporation):
The violator is a public school system.
10. Violators degree of cooperation (including efforts to prevent or restore) or
recalcitrance:
The violator has responded to the Notice of Recommendation for Enforcement action dated
September 15, 1997.
11. Mitigating Circumstances:
None that we are aware.
12. Assessment Factors:
a) IWC: 100%
b) Receiving Stream: An unnamed tributary to Bowen River
c) SOCUOC status/negotiations: N/A
d) Copy of MP Screen: Attached.
e) Copy of Limits Page in Permit: Attached.
f) Damage: None Documented.

CERTIFICATION PAGE
I certify that the information in this report is true to the best of my knowledge. All violations
of self -monitoring data have been verified by hard copy review of the monthly reports and the
appropriate permit.
Signature of Principal Investigator(s): ��o- /) , Se —
Patricia D. Beam
Date: 9 -�

SEPTEMBER 15,1
k;
DEHNR (WATER QUALITY)
919 NORTH MAIN STREET
MOORESVILLE, NC 28115
ATTN: MR. REX GLEASON
THIS LETTER IS IN RESPONSE TO DEFICIENCIES NOTED IN THE LABORATORY,
AND RECORDS/REPORTS.
WE HAVE CONTACTED PACE LABORATORY AGAIN AND MADE THEM AWARE OF
SHIPPING SAMPLE TEMPERATURES.
ADEQUATE RECORDS ARE NOW MADE ON THE CHLORINE METER AND
DISSOLVED OXYGEN METER FOR CALIBRATION AND CHECKS.
THE DEFICIENCIES IN THE EFFLUENT AT BURNS HIGH AND TOWNSHIP THREE
ELEMENTARY SCHOOLS WILL BE CORRECTED BY COLLECTING SAMPLES AT THE
END OF THE DISHARGE PIPE. THIS WILL GIVE MORE TIME FOR DO READINGS TO
BE HIGHER AND CHLORINE READINGS TO DROP TO MEET OUR LIMITS.
THE EFFLUENT DEFICIENCIES AT CASAR, FALLSTON, AND WASHINGTON
ELEMENTARY SCHOOLS WILL BE ADDRESSED BY INSTALLING DECHLORINATION
TANKS AT A LATER DATE. THIS WILL ALSO GIVE THE WATER MORE TIME TO MIX
WITH OXYGEN TO RAISE THE LEVELS. SODIUM BICARBONATE WILL BE ADDED
AT WASHINGTON ELEMENTARY AND THE OTHER SCHOOLS WHERE P.H.
READINGS ARE BELOW LIMITS.
IF YOU HAVE ANY QUESTIONS CALL ME AT 704-487-9087
THANK YOU!
PHIL CRAFT
WASTEWATER TECHNICIAN
CLEVELAND COUNTY SCHOOLS
130 South Post �iGc: ® ter,; �I}J'!, `iGr -

LA. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1-October 31) Permit No. NC0066435
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
luent Characteristics Discharge Limitations
Monthly Avg. Weekly Avg. Daily flux
Flow 0.0075 MGD
BOD, 5 day, 20°C 30.0 mg/I 45.0 mg/I
Total Suspended Residue 30.0 m g/ I 45.0 m g/ I
NH3 as N 5.0 mg/I
Dissolved Oxygen (minimum)
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml
Total Residual Chlorine
Temperature
Conductivity
Monitoring Requirements
Measurement
Sample
'Sample
Frequency
jy a
Location
Weekly
Instantaneous
I or E
Weekly
Grab
E
Weekly
Grab
E
Weekly.
Grab
E
Weekly
Grab
E, U, D
Weekly
Grab
E,U,D
.Weekly
Grab
E .
Weekly
Grab
E,U,D
Weekly
Grab
U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream above the discharge point when there is flow, D - Downstream,100 feet below the
discharge point.
The.pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ( ). E�MUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1- March 31) Permit No. NCO066435_
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen (minimum)
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity -
Discharge Limitations
Monitoring Requirements
Measurement
Sample
*Sample
Monthly Hera.
Weekly Avg. Daily Max
Frequency
Type
Location
0.0075 MGD
Weekly
Instantaneous
1 or E-
30.0 mg/I
45.0 mg/I
Weekly
Grab
E
30.0 mg/I
45.0 mg/I
Weekly
Grab
E
15.0 mg/I
Weekly
Grab
E
Weekly
Grab
E, U, D
+ 200.01100 ml
400.0 /100 ml
Weekly
Grab
E,U,D
Weekly
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
U, D
*Sample locations: E - Effluent, I - Influent, U - Upstream above the.discharge point when there is flow, D - Downstream 100 feet below the
discharge point.
The pH shall not be less than 6-.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample._...
There shall be no discharge Of floating solids or visible foam in other than trace amounts.

EFFLUENT` U-
NPDES PERMIT NO DISCHARGE NO. 001 MONTH W W YEAR_
FACILITY NAME V' i CLASS II COUNT Cleveland
OPERATOR IN RESPONSIBLE CH ?GE (OF-C) Phillip C. Craft GRADE II PHONE [phone] )
CERTIFIED LABORATORIES (1)_Z_k (2)
CHECK BOX IF ORC HAS CHANGED PERSONDavis,,.
S) COLLECTING SAMPLES Clarence Da
Mail ORIGINAL and ONE COPY to:
ATTN: CENTRAL, FILES
DIV. OF ENVIRONMENTAL MANAGEMENT
DEHNR
P.O. BOX 29535
RALEIGH, NC 27626-0535
BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
DEM Form MR-1 (12/93)

EFFLUENT
.n�... 4i P P i, rrryry �+
�J Ji
NPDES PERMIT NO. K- O Ob O S� DISCHARGE NO. 001 MONTH YEAR
FACILITY NAME 7 GO 0 71A Le,-� CLASS II COUNTY Cleveland
OPERATOR IN RESPONSIBLE, ARCE SORC) Phillip C. Craft GRADE II PHONE [phone] )
CERTIFIED LABORAT I�r ;� 1. F
��i4 T-, (2) Clarence
Davis
CHECK BOX IF ORC HASc:CPIcLY(&I L 1 3 'u:tc: ERSON(S) C�LJ,ECTING SAMPLES
Mail ORIGINAL and ONE CO,P�(,to• _
ATTN: CENTRAL FILES m �A iT � 19 x.L2
y �/
DIV. OF ENVIRONMENTAL MANAGEMENT (SIGNATURE OF OPERATOR IN RESPO qII3IE CHARGE) DATE
DEHNR OIYIHN Rf Edr:3"W'IT AuU cE THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
P.O. BOX 29535 ham& SQLE RMWAL ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
RALEIGH, NC 27626-0535
DEM Form MR-1 (12/93)

EFFLUENT
NPDES PERMIT NO. AIC. n n DISCHARGE NO. 001 MONTH Ap, L YEAR 97
FACILITY NAMEM (-u N 57 fi,:0 --rk 12� -e- pri . — CLASS II COU14TY ClevEiiand
OPERATOR IN RESPONSIBLE ChAPGR (ORC) Phillip C. Craft GRADE II PHONE [phone])
CERTIFIED LABORATORIES (1)— fc (2)
CHECK BOX IF ORC HAS CHANGED PERSON(S) COLLE I SAMPLES Clarence Davis
Mail ORIGINAL and ONE COPY to:
ATTN: CENTRAL FILES I\T.(7. ^'-­�_',
DIV. OF ENVIRONMENTAZLNTANAZ;EMENT. i (SIGNAT E OF OPERATOR IN RESPONSIBLE CfrARGE) DATE
DEHNR BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
P.O. BOX 29535 ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
RALEIGH, NC 27626-0535.
50050 00010 W400 50060 00310 00610 00530 31616 00300 00600 00665
ENTER PARAMETER CODE
ABOVE NAME AND UNITS
U -wt z z BELOW
8 - W .4 w w w 0 W Z 0
zu �z D w F _E1 >
E­ 00 Z 9z � U c
;Z u �:
g 014 w 5`1 0 0 w c E
14 A. M m E
1. �- W M
w cn
E u UWCE E Z
0 p <z u
HRS HRS Y/N MGD OC UNITS UG/1, MG/L MG/L #/100ML MG/L MG/L MG/L
040 .5
2jCq0G.tT
31 A71Z' I
1_51
6 T
7 A SO . 6-.5
ssal
13 1 J1 0
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60
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221 b7or I J 2 C-)
2-1 . .... ..
24
4-4-
25 6710
26
7 7777777777777�
27
DEM Form MR-1 (12/93)

�� EFFLUENT �,i L
NPDES PERMIT NO./VN C. (DO.6O-SS' DISCHARGE NO. 001 MONTH YEAR
FACILITY NAME N S (�e,� �LE/� CLASS II COUNTY Cleveland
OPERATOR IN RESPONSIBLE CH A -.GE (ORC) Phillip C. Craft GRADE II PHONE [phone] )
CERTIFIED LABORATORIES (1)_ (2)
CHECK BOX IF ORC HAS CHANGED _PERSON(S) COL. CT VG SAMPLES Clarence Davis
Mail ORIGINAL and ONE COPY -to:.:.•.
ATTN: CENTRAL FILES "' x
DIV. OF ENVIRONMENTAL MANAGEMENT ,(SIGNATURE OF OPERATOR IN RESPONSIBLE C GE) DA a
DEHNR}
v �J'. - BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
P.O. BOX 29535 ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
RALEIGH, NC 27626-0535 c;t
�' G7 ....
DEM Form MR-1 (12/93)

J , t
EFFLUENT
4� 15 ,�
1 .
NPDES PERMIT NO. C. 00 L4, DISCHARGE NO. 001 MONTH 'c�N C- YEAR
FACILITY NAMETo S',{ fi CLASS II COUNTY Cleveland
OPERATOR IN RESPONSIBLE tHAFGE (ORC) Phillip C. Craft GRADE II PHONE [phone] )
CERTIFIED LABORATORIES (1)_ (2)
CHECK BOX IF ORC HAS CHANGED PERSON(S) CqLL�CTING SAMPLESClarence Davis
DEM Form MR-1 (12/93)

/ EFFLUENT
NPDES PERMIT NO.N•G. U6 bG. 3S DISCHARGE NO. 001 MONTH YEAR
FACILITY NAME CLASS II COUNTY Cleveland
OPERATOR IN RESPONSIBLE HAI'GE (ORC) Phillip C. Craft GRADE II PHONE [phone] )
CERTIFIED LABORATORIES (1)_, --P4 CE (2)
CHECK BOX IF ORC HAS CHANGED PERSON(S) CO LEC ING SAMPLES Clarence Davis, ;.I
i
Mail ORIGINAL and -ONE COPY to: / '%
ATTN: CENTRAL FILES _: i
( c L_
DIV. OF ENVIRONMENTAL MANAGEMENT (SIGNATUR OF OPE ATOR IN RESPON6BLE CHARGE) DATE
DEHNR BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
1
P.O. BOX 29535 AUG f 997 ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
RALEIGH, NC 27626-0535
DEM Form MR-1 (12/93)

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0

Cz
Sept. 4, 1998
MEMORANDUM TO: Susan Wilson
FROM: Rex Gleason J� G
SUBJECT: Cleveland County Schools SOC
Attached is the signed SOC for Cleveland County Schools. We also received the upfront
penalty check... Forwarded to Bob Sledge, per his request.
Any questions, let me know.

NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
COUNTY OF CLEVELAND
IN THE MATTER OF
NORTH CAROLINA ) SPECIAL ORDER BY CONSENT
NPDES PERMITS ) EMC WQ NO.
HELD BY CLEVELAND )
COUNTY SCHOOLS AS )
IDENTIFIED IN )
SECTION 1 (a) BELOW )
Pursuant to provisions of North Carolina General Statutes 143-215.2, this Special Order by Consent
is made and entered into by the Cleveland County Board of Education, hereafter referred to as CCS
(Cleveland County Schools), and the North Carolina Environmental Management Commission, an
agency of the State of North Carolina created by NCGS 143B-282, and hereafter referred to as the
Commission:
1. CCS and the Commission hereby stipulate the following:
(a) That CCS holds the following North Carolina NPDES Permits for making outlets to
waters of this State as required pursuant to NCGS 143-215.1 a:
(b)
NCO066486
Burns High School
NCO066389
Burns Middle School
NCO066397
Casar Elementary School
NCO066401
Crest High School
NCO066460
Crest Middle School
NC0066419
Fallston Elementary School
NCO066435
Township Three Elementary School
NCO066451
Washington Elementary School
That CCS is unable to comply with the final effluent limitations found in Part I.A. of
the respective Permits, as shown below, without construction and proper operation of
additional wastewater treatment facilities:
School
NPDES Permit No-
Einal Effluent Limits.
Burns High School
NCO066486
-ome-toxicity;
3
Burns Middle School
NCO066389
p)11 T-5 s
0�3
Qo'D
i5 5

SOC - EMC WQ No. -
page 2
School
NPDES Permit No-
Einal Effluent Limits
Casar Elementary School
NCO066397
3- , -TRC BOD
Crest High School
NCO066401
BOD/ i 5 5
Crest Middle School
NCO066460
TSS, BOD
Fallston Elementary School
NCO066419
O , Q HEN, TEE
Township 3 Elementary School
NCO066435
CT— CS,-1XD ammom
Washington Elementary' School
NCO066451
/P O , -�U'-N,-TRG
(c) That noncompliance with the conditions of the Permits identified in 1(b) above
constitutes causing/contributing to pollution of waters of this State;
(d) That CCS is within the jurisdiction of the Commission as set forth in Chapter 143,
Article 21 of the North Carolina General Statutes;
(e) Since this Special Oder is by Consent, neither party will file a petition for a contested
case or for judicial review concerning these items.
2. CCS, desiring to comply with conditions of the permits identified in paragraph l(a) above, does
hereby agree to do and perform all of the following:
(a) CCS agrees to pay the North Carolina Department of Environment and Natural
Resources the sum of $21,899.44 in full settlement for violations of G.S. 143-215.1 and
NPDES Permits as set forth in the F & D dated June 5,.1998. The payment shall be
submitted to the Director of the Division of Water Quality, Post Office Box 29535, Raleigh,
North Carolina 27626-0535, within thirty (30) days of the signature of this document by the
CCS. This settlement also covers the violations that occured at the subject. eight (8) facilities
during the period starting September 1, 1997, until the effective date of this Special Order.
CCS agrees to waive its right to an Administrative Hearing or remission of civil penalties for
the above settlement amount.
(b) Comply with all terms and conditions of the permits except those effluent limitations
identified in paragraph l(b) above. See Attachment A for current monitoring requirements
and effluent limitations. In the event of a NPDES Permit modification or renewal, any
effluent limitations or monitoring requirements contained therein shall supersede those
contained in Attachments A of this Special Order by Consent, except those effluent
limitations that have been modified, as identified in paragraph 2(d) below. The permittee
may also be required to monitor for other parameters as deemed. necessary by the Director in

page 3
future permits or Administrative letters.
(c) Upon signature of the Special Order by Consent, CCS will be expected to comply with
all schedule dates, terms, and conditions of this document, and undertake the following
activities in accordance with the indicated time schedule:
Facility/
Activity-
Activity-
Activity-
Activity-
Activity -
Permit No.
Deadline
Deadline
Deadline
Deadline
Deadline
Burns High
Apply for
Submit Plans
Begin
Complete
Achieve
School/
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066486
12/31/98
12/31/99
6/l/2000
10/31/2000
12/31/2000
Burns Middle
Apply for
Submit Plans
Begin
Complete
Achieve
School
Permits-
and Specs-
Construction-
Construction-
Compliance-
NC0066389
12/31/98
12/31/99
6/l/2000
10/31/2000
12/31/2000
Casar
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
1/31/99
6/l/99
10/31/99
12/31/99
NC0066397
for Permits-
9/30/98
Crest High
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action _
and Specs-
Construction-
Construction-
Compliance-
NC0066401
and Apply
1/31/99
6/l/99
10/31/99
12/31/99
for Permits-
9/30/98
Crest Middle
Submit Plan
Submit Plans
Begin
Complete
Achieve
School/
of Action
and Specs-
Construction-
Construction-
Compliance-
NC0066460
and Apply
1/31/99
6/l/99
10/31/99
12/31/99
for Permits-
9/30/98
Fallston
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
1/31/99
6/1/99
10/31/99
12/31/99
NC0066419
for Permits-
9/30/98

page 4
Facility/
Permit No.
Activity-
Deadline
Activity-
Deadline
Activity-
Deadline
Activity-
Deadline
Activity -
Deadline
Township 3
Submit Plan
Submit Plans
Begin
Complete
Achieve
Elementary
of Action
and Specs-
Construction-
Construction-
Compliance -
School/
and Apply
1/31/99
6/1/99
10/31/99
12/31/99
NC0066435
for Permits-
9/30/98
Washington
Apply for
Submit Plans
Begin
Complete
Achieve
Elementary
Permits-.
and Specs-
Construction-
Construction-
Compliance
School/
1/1/99
7/1/99
11/1/99
3/1/2000
5/1/2000
NC0066451
(d) During the time in which this Special Order by Consent is effective, comply with the
interim effluent limitations contained in Attachment A, except as provided for in paragraph
2(b) above should the permits be modified or renewed. The following reflects only the
limitations that have been modified from the current NPDES Permit Part I, Section A
limitation page(s): (Each facility is listed on a separate page.)

page 5
Burns High
Modified Limitation
Current Limitation
School/
NC0066486
Summer and Winter:
Effluent
Parameter
Monthly Average
� O
Daily Maximum
9)0
Monthly Average
Daily Maximum
BOD
4.0:0 mg/L
fiO:Omg/L
5.0 mg/L
7.5 mg/L
NH3-N
110-.ffmg/L
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
Parameter
� o
2,0
BOD
50
9—mg/L
��Omg/L
10.0 mg/L
15.0 mg/L
NH3-N
L" mg/L
n/a
4.0 mg/L
n/a
TRC
monitor
monitor
n/a
17.0 ug/L
--F55
isS

page 6
Burns Middle
Modified Limitation
Current Limitation
School/
NCO066389
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L"'
45.0 mg/L
30.0 mg/L
45.0 mg/L
*�3�
15.0, mg/L ✓
n/a
2.8 mg/L
n/a
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
Parameter
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
(NH3-N
mg/L
n/a ✓
12.0 mg/L
n/a
1/15.0
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
('(00
C �j L�rrIT

page 7
Casar
Modified Limitation
Current Limitation
Elementary
School/
NC0066397
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 -mg/L
NH3-N
monitor
n/a
1.00 mg/U 2-
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
monitor
n/a
2.O� /P;
n/a
TRC
n/a
monitor
n/a
j3-.-0-trgX �- A.,
( cl\\ - a0a -�0 0
T 5S 2,0 `'J 5

page 8
Crest High Modified Limitation Current Limitation
School
NC0066401
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
TS S L2 5
!=FCIN L

page 9
Crest Middle
Modified Limitation
.Current Limitation
School/
NC0066460
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
(=� Ci' L C)-o 0 C(o v

page 10
Fallston
Modified Limitation
Current Limitation
Elementary
School/
NC0066419
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
V5 3 0 `'[ s
fFCA(- �-Ov kloo

page 11
Township 3
Modified Limitation
Current Limitation
Elementary
School/
NC0066419
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
5.0 mg/L
n/a
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
TSS
30.0 mg/L
45.0 mg/L
30.0 mg/L
45.0 mg/L
NH3-N
monitor
n/a
15.0 mg/L
n/a

page 12
Washington Modified Limitation Current Limitation
Elementary
School/
NCO066451
Summer:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
5.0 mg/L
7.5 mg/L
NH3-N
monitor
n/a
2.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Winter:
Effluent
Parameter
Monthly Average
Daily Maximum
Monthly Average
Daily Maximum
BOD
30.0 mg/L
45.0 mg/L
10.0 mg/L
15.0 mg/L
NH3-N
monitor
n/a
4.0 mg/L
n/a
TRC
n/a
monitor
n/a
17.0 ug/L
Ts S '�0 L�5
r-00 �j00

page 13
IM
. ��-• •• - • •••• .• - • ••• •••• ,• • FEW - - • 6610-6 .• - �-
06110TWIn. 1501161 - -••-• • •- •• • ••• •u• ,• - -u-• •• .,-•
.•• -••-• •-• •• • - • • • • -• .-• •. - • u- • •••• ••i-•�
3. CCS agrees that unless excused under paragraph 4, CCS shall pay the Director of DWQ, by
check payable to the North Carolina Department of Environment and Natural Resources, according
to the following schedule for failure to meet the deadlines set out in paragraph 2(c), or failure to
attain compliance with the effluent limitations/monitoring requirements contained in Attachments A,
except as provided for in paragraph 2(b):
Failure to maintain compliance $1000/violation
with any modified limit contained
in the SOC
Failure to cease the discharge by $2000/violation
the scheduled date (where applicable)
Failure to meet interim deadlines $100/day for the
for submittal of the construction first 7 days;
schedule, for obtaining a Sewer Line $500/day thereafter
Permit, or for the start of construction
(where applicable)
Monitoring frequency violations $100 per omitted
value per parameter
4. CCS and the Commission agree that the stipulated penalties are not due if CCS satisfies the
DWQ that noncompliance was caused solely by:
a. An act of God;
b. An act of war•,
C. An intentional act or omission of a third party, but this defense shall not be available
if the act of omission is that of an employee or agent of the defendant or if the act or omission
occurs in connection with a contractual relationship with the permittee;

page 14
d. An extraordinary event beyond the permittee's control. Contractor delays or failure to
obtain funding will not be considered as events beyond the permittee's control; or
e. Any combination of the above causes.
Failure within 30 days of receipt of written demand to pay the penalties, or challenge them by
a contested case petition pursuant to G.S. 150B-23, will be grounds for a collection action, which the
Attorney General is hereby authorized to initiate. The only issue in such an action will be whether
the 30 days have elapsed.
5. Noncompliance with the terms of this Special Order By Consent is subject to enforcement
action in addition to the above stipulations, including injunctive relief pursuant to G.S. 143-215.6C.
6. This Special Order by Consent and any terms, conditions and interim effluent limitations
contained herein, hereby supersede any and all previous Special Orders and Enforcement
Compliance Schedule Letters, and terms, conditions, and limitations contained therein issued in
connection with the aforementioned NPDES Permits. In the event of a NPDES Permit modification
or renewal, any effluent limitations or monitoring requirements contained therein shall supersede
those contained in Attachments A of this Special Order by Consent, except as modified and
contained in paragraph 2(c) above.
7. The permittee, upon signature of the Special Order by Consent, will be expected to comply
with all schedule dates, terms, and conditions of this document.
8. This Special Order by Consent shall expire on February 28, 2001.
FOR THE CLEVELAND COUNTY SCHOOL SYSTEM
BY:y . &:I-tX U Date . 041 %77 ?
Superintendent Cleveland County Schools
FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l
Chairman of the Commission
Date

ATTACHMENT.A Burns High School Permit No. NC0066486
EMC SOC WQ
EFFLUENT LIMITATIONS AND MONITORING.REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent hares risti s Discharge Limitations Monitoring RegidrPp__P_nrs
Measurement Sample *Sample
Mon hly Avg_ Weekly Avg. Daily Max__ Frequency Tyne Location
Flow
0.0175 MGD
Weekly
Instantaneous I or E
BOD5,5 day, 20oC
40.0 mg/1
60.0 mg/L
Weekly
Grab
E
Total suspended Residue
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
N_H3-N
Weekly
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E-
Effluent, I -Influent,
U-Upstream 50 feet, D-Downstream
0.1 mile
but above Burns
Jr. High
outfall
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Burns Middle School Permit No. NCO066389
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent Characteristics Discharge —Limitations_ Monitoring -Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg— Daily_= Frequency Type Location
Flow
0.02 MGD
Weekly
Instantaneous
I or E
BOD5,5 day, 20oC
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
Total_ suspended Residue
30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Weekly
Grab
E
Dissolved oxygen **
Weekly
Grab
E
Fecal Coliform
200/100 ml
400.0/100 ml
Weekly
Grab
E
Total Residual Chlorine
vJ/Q
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
*Sample locations: E- Effluent, I -Influent, U-Upstream 50 feet, D-Downstream just above NCSR 1665
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Casar Elementary School Permit No. NC0066397
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 1999, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent Characteristics Discharge --Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg_ Daily Max. Frequency Tyne Location
Flow
0.0066 MGD
Weekly
Instantaneous
I or E
BODS 5 day, 20oC
30.0 mg/l
45.0 mg/L
Weekly
Grab
E
Total suspended Residue 30.0 mg/1
45.0 mg/L
Weekly
Grab
E
NH3-N
Weekly
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100
ml Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations:
E- Effluent, I -Influent,
U-Upstream 50 feet, D-Downstream 0.1 mile
**The daily average
dissolved oxygen effluent concentration shall not
be less than 6.0 mg/L.
The pH shall not be
less than 6.0 standard
units nor greater than 9.0
standard units and shall
be monitored
3/week
at the effluent by
grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Crest High School Permit No. NC0066401
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 1999, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Flow 0.0175 MGD
BODS 5 day, 20oC 30.0 mg/1
Total Suspended Residue 30.0 mg/1
NH3 -N
Fecal Coliform 200/100 ml
Total Residual Chlorine
Temperature
Discharge Limitationa Monitoring Requirements
Week y Avg_ Daily Max ._.
45.0 mg/L
45.0 mg/L
400.0/100 ml
Measurement
Sample
*Sample
Ereguency
Tyne
Location
Weekly
Instantaneous
I or E .
Weekly
Grab
E
Weekly
Grab
E
2/Month
Grab
E
Weekly
Grab
E
Weekly
Grab
E
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A
Crest Middle School Permit No. KC0066460
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 1999, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
u . i1 = •
Flow 0.0175 MGD
DOD,, 5 day, 20oC 30.0 mg/1
Total Suspended Residue 30.0 mg/1
NH3 -N
Fecal Coliform 200/100 ml
Total Residual Chlorine
Temperature
Discharge_Limitationa Monitoring Reauirement_s_
Weekly Avg Daily Max__
45.0 mg/L
45.0 mg/L
400.0/100 ml
Measurement
Sample
*Sample
Fregueniv
TYe
Location
Weekly
Instantaneous
I or E
Weekly
Grab
E
Weekly
Grab
E
2/Month
Grab
E
Weekly
Grab
E
Weekly
Grab
E
Weekly
Grab
E
*Sample locations: E- Effluent, I -Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Fallston Elementary School Permit No. NC0066419 •
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 1999, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
Effluent. Characteristics
Di-s_charge_Limitations
Monitoring
Requirements,
Measurement
Sample
*Sample
Monthly Avg—
We_e�1y Avg Daily Maxy
Freaue�cv
Tvoe
Location
Flow
0.008 MGD
Weekly
Instantaneous
I or E
BOD5,5 day, 20oC
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total suspended Residue
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N
2/Month
Grab
E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100 ml
2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E-
Effluent, I -Influent,
U-Upstream above discharge point,
D-Downstream
300 feet below
the
discharge point.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.O standard units and shall be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

ATTACHMENT A Township Three Elementary School Permit No. NC0066419 s
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 1999, the
Permittee is authorized to discharge from outfall(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
P.ttluen- hara riG i Discharge Limitations
Monitoring
Recniir m n
s
Measurement
Sample
*Sample
Monthly Avg Weekly Avg_
Daily Max_._
Fregiiencv
Type
Location
Flow 0.0075 MGD
Weekly
Instantaneous I or E
BOD5,5 day, 20oC 30.0 mg/1
45.0 mg/L
Weekly
Grab
E
Total Suspended Residue 30.0 mg/1
45.0 mg/L
Weekly
Grab
E
NH3-N
Weekly
Grab
E
Dissolved oxygen **
Weekly
.
Grab
E,U,D
Fecal Coliform 200/100 ml
400.0/100 ml
Weekly
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent, I -Influent, U-Upstream 50
feet, D-Downstream
100 feet below the
discharge
point
**The daily average dissolved oxygen effluent concentration shall not be less
than 6.0 mg/L.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall
be monitored 3/week
at the effluent by grab sample.
There shall be no discharge of floating solids or visible
foam in other than
trace amounts.

ATTACHMENT A
Washington Elementary School Permit No. NC0066451
EMC SOC WQ 96-22
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim
During the period beginning on the effective date of this Special Order and lasting until December 31, 2000, the
Permittee is authorized to discharge from outfall,(s) serial number 001. Such discharges shall be limited and monitored
by the permittee as specified below:
PffIlient Characteristics Diachar_ge_,imit�ationa Monitorin-g—R_equirements
Measurement Sample *Sample
Monthly Avgy Weekly�tig_ Daily Max— Frequency Type Location
Flow
0.008 MGD
Weekly
Instantaneous
I or E
BODS, 5 day, 20oC
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
Total Suspended Residue
30.0 mg/1
45.0 mg/L
2/Month
Grab
E
NH3-N
2/Month
Grab
-E
Dissolved oxygen **
Weekly
Grab
E,U,D
Fecal Coliform
200/100 ml
400.0/100
ml 2/Month
Grab
E,U,D
Total Residual Chlorine
Weekly
Grab
E
Temperature
Weekly
Grab
E,U,D
Conductivity
Weekly
Grab
U,D
*Sample locations: E- Effluent,
I -Influent,
U-Upstream above discharge
point when there is flow, D-Downstream 100
feet below the discharge
point.
**The daily average dissolved
oxygen effluent concentration shall not
be less than 6.0 mg/L.
The pH shall not be less
than 6.0 standard
units nor greater than 9.0
standard units and shall
be monitored
3/week
at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

i;'s
P 'i; Dewberry & Davis / Engineers �. I Consulting Engineers
1.Dewberry � Planners GJ 600 Lexington Ave.
Surveyors Charlotte, NC 28203
704 342-0401
Fax [phone]
September 21, 1998
Mr. D. Rex Gleason, P.E.
NCDENR , 1 y <'- = F
919 North Main Street 1,
Mooresville NC 28115J"EP g
998
, � � k
Reference: Proposed Plan of Action
Casar Elementary School, Permit No. NCO066397
Fallston Elementary School, Permit No. NCO066419
Burns High School, Permit No. NCO066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NCO066435
Burns Middle School, Permit No. NCO066389
Washington Elementary School, Permit No. NCO066451
Cleveland County, NC
D&D Project No. C7135
Dear Mr. Gleason:
In accordance with the schedule of the Special Order by Consent (SOC) for the referenced eight
schools in Cleveland County, please accept this submittal of the proposed plan of action for each
of the eight schools. It is our understanding that this submittal completes the first activity as
outlined in the SOC schedule for each school.
As discussed in the attached report, the only permit modification necessary is for Washington
Elementary School. An NPDES Permit Application was submitted for Washington Elementary
on September 14, 1998. If you have any comments or questions concerning this project, please
don't hesitate to call.
Sincerely,
Dewberry & Davis
Birk Ayer, E.
Project Engineer
Cc: Mr. Larry McIntyre, Cleveland County Schools
Mr. Charles Weaver, Permits & Engineering Section, DWQ
Ms. Jackie Nowell, Permits & Engineering Section, DWQ
\\CHARI \DRAWING\DRAFTING\C713 5\CORRESP\GLEASON.DOC
Virginia Maryland North Carolina California Georgia New Jersey New York Connecticut Massachusetts Pennsylvania Texas Oklahoma

C7135
09/21/98
PROPOSED PLAN OF ACTION
CLEVELAND COUNTY SCHOOLS
REFERENCE:
Casar Elementary School, Permit No. NCO066397
Fallston Elementary School, Permit No. NCO066419
Burns High School, Permit No. NCO066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NCO066435
Burns Middle School, Permit No. NCO066389
Washington Elementary School, Permit No. NCO066451
BACKGROUND:
System improvements are necessary at the referenced eight schools in Cleveland County,
North Carolina under a Special Order by Consent (SOC). The schedule for the SOC
requires that a plan of action be submitted for all eight schools. The deadline for
submitting this plan of action and applying for any required permits for five schools,
Casar, Crest High, Crest Middle, Fallston and Township 3 is September 30, 1998. Burns
High, Burns Middle and Washington must meet the same requirements by the end of the
year.
PROPOSED SYSTEM IMPROVEMENTS:
Casar Elementary School, Permit No. NCO066397
Fallston Elementary School, Permit No. NCO066419
Casar Elementary and Fallston Elementary have similar systems. A single septic tank, a
single sand filter bed and a tablet chlorinator presently serve each school. Planned
improvements at Casar and Fallston are the same. They include distribution piping, re-
circulation pumping and ultraviolet disinfection.
In order to improve system performance, the piping on the sand filter bed will be replaced
with a distribution manifold consisting of a 6-inch pvc main with 2-inch pvc branches at
approximately 4 foot spacing. Small diameter holes will be drilled in the branches every
4 feet. This system should evenly distribute flow throughout the sand filter providing
more efficient filtering and treatment.
SOC- Plan of Action Page lof 3

C7135
09/21/98
A duplex pumping station will be added to circulate 2/3 of treated effluent back through
the sand filter bed. The remaining 1/3 will continue through the disinfection process and
then be discharged. The pump station will consist of a precast concrete wet well, two
ejector pumps, a control panel with float switches and an overflow bypass to the
disinfection vault. In the event of a major power outage or pump failure, the system will
not recirculate, but will not overflow.
The existing tablet chlorinator, currently used for disinfection, will be abandoned under
the proposed plan. It will be replaced with an ultraviolet disinfection system contained in
a precast concrete vault. The purpose of the vault is to prevent freezing during cold
weather.
Burns High School, Permit No. NC0066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NC0066435
Burns High, Crest High, Crest Middle and Township 3 are all served by similar type
systems that differ only in size. Each utilizes an extended aeration type wastewater
treatment system consisting of a bar screen, aeration basin, clarifier and chlorine contact
tank with effluent chlorination. The planned improvement for each of these four schools
is the addition of flow equalization.
Due to the fluctuation in flow experienced by schools, these treatment plants are being
shocked by several large surges during the school day and then see little or no flow
overnight. Weekends and holidays can weaken the population of beneficial bacteria due
to lack of nutrients. The proposed flow equalization will attenuate fluctuations in flow by
controlling the release into the treatment plant. A 20-25'diameter steel storage tank will
be installed. Over the course of five days, the tank will slowly fill while supplying flow
to the package treatment plant at a constant rate. The constant discharge will continue
over the weekend thus providing a steady environment for optimal bacteria population.
Flow from the equalization tank to the package plant will be gravity flow through an
orifice to control the rate.
A small simplex pump station with float controls will fill the equalization tank. Air
diffusers and a blower will be utilized to maintain aerobic conditions in the equalization
tank. A bypass overflow from the pump station wet well to the package treatment plant
will ensure the pump station will not be overtopped in the event of pump failure.
SOC- Plan of Action Page 2of 3

C7135
09/21/98
Burns Middle School, Permit No. NCO066389
Burns Middle utilizes an extended -aeration package wastewater treatment system -
consisting of a bar screen, influent equalization, aeration basin, clarifier, aerated sludge
holding tank and chlorine contact tank with effluent chlorination. The planned
improvements for Burns Middle School include increased flow equalization in the same
manner described for Burns High School. Additionally, the chlorination tank will be
abandoned. Disinfection will be achieved using ultraviolet (UV) radiation. The UV
system will be contained in a precast concrete vault to prevent freezing
Washington Elementary School, Permit No. NCO066451
Washington Elementary School presently utilizes an existing .0045 MGD wastewater
treatment system consisting of septic tank, sand filter and chlorine contact tank with
tablet chlorinator. Flow is directed to the sand filter through a single pipe with a point
discharge. The treated effluent is discharged to a stream classified as zero flow.
In order to accommodate proposed building expansions, the existing system components
need to be moved. Additionally, the school expansion will yield an increase in flow. To
facilitate these changes, a new system is proposed on the site with a new discharge point
to be located on Whiteoak Creek. The new treatment system will consist of dual in -line
septic tanks, a dosing tank with dual siphons (pumps will be substituted as terrain
demands), a dual bed sand filter, a recirculating duplex pump station, disinfection with
UV light, and baffle aeration. The new sand filter will utilize a distribution manifold
consisting of a 6-inch pvc main with 2-inch pvc branches at approximately 4 foot
spacing. Small diameter holes will be drilled in the branches every 4 feet. This system
should evenly distribute flow throughout the sand filter providing more efficient filtering
and treatment.
REQUIRED PERMIT APPLICATIONS:
Based on correspondence with DWQ staff, the only activity requiring permit
modification is the outfall relocation at Washington Elementary. Please see attached
telecopy received from DWQ on September 4, 1998. An NPDES permit application for
Washington Elementary was forwarded to the Permits & Engineering Section of DWQ
on September 14, 1998. The remaining seven schools do not require permit modification
and can go straight to Authorization to Construct (ATC). In accordance with the ATC
requirements, ATC submittal will be made upon completion of plans and specifications
for the improvements described in this report.
\\CHAR1\DRAWING\DRAFTING\C7135\CORRESP\ACTION.DOC
SOC- Plan of Action Page 3of 3

EXISTING
SCHOOL I BUILDING I Y
L — — — — — — J—
FI —1
LI J
NEW ULTRAVIOLET (UV)
DISINFECTION UNIT IN z
PRECAST CONCRETE VAULT
CLEVELAND COUNTY SCHOOLS
EXISTING
GREASE TRAP
TO REMAIN
EXISTING SEPTIC TANK
TO REMAIN
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING SAND FILTER BED
TO REMAIN WITH NEW
DISTRIBUTION PIPING
NEW DUPLEX RECIRCULATION
PUMP STATION & CONTROL PANEL
I� TO BE PLUGGED & ABANDONED
a I
0
?� I EXISTING TABLET
' I CHLORINATOR & CONTACT TANK
F I TO BE ABANDONED
L�J
DISCHARGE i
SYSTEM IMPROVEMENT SCHEMATICS
CLEVELAND COUNTY, NORTH CAROLINA
TYPICAL OF:
CASAR ELEMENTARY
FALLSTON ELEMENTARY
DEWBERRY & DAVIS
ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
DATE: 09/17/98 SKETCH
FILE NO. C7170

EXISTING
SCHOOL
BUILDING 14
L------
NEW SIMPLEX PUMP STATION
& CONTROL PANEL
NEW EQUALIZATION
TANK WITH BLOWER
& AIR DIFFUSER
CLEVELAND COUNTY SCHOOLS
EXISTING
GREASE TRAP
TO REMAIN
EX. SEWER LINE
TO BE PLUGGED&
ABANDONED
I
I
i
DISCHARGE
SYSTEM IMPROVEMENT SCHEMATICS
CLEVELAND COUNTY, NORTH CAROLINA
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING EXTENDED
AERATION PACKAGE
TREATMENT PLANT
TO REMAIN
EXISTING TABLET
CHLORINATOR &
TO REMAIN
TYPICAL OF:
CONTACT TANK
BURNS HIGH SCHOOL
CREST HIGH SCHOOL
CREST MIDDLE SCHOOL
TOWNSHIP 3 ELEMENTARY
DEWBERRY &
ENGINEERS PLANNERS
600 LEXINGTON AVE., CHARL
DATE: 09/17/98
FILE NO.
C7170
DAVIS
SURVEYORS
TTE. NC 28203
SKETCH II

EXISTING
SCHOOL
L BUILDING I 4
I.
NEW SIMPLEX PUMP STATION
& CONTROL PANEL
NEW EQUALIZATION
TANK WITH BLOWEI
& AIR DIFFUSER
NEW ULTRAVIOLET (UV)
DISINFECTION UNIT IN
PRECAST CONCRETE VAULT
CLEVELAND COUNTY SCHOOLS
EXISTING
GREASE TRAP
TO REMAIN
I-
�_ EX. SEWER LINE
TO BE PLUGGED&
ABANDONED
i
I
DISCHARGE
SYSTEM IMPROVEMENT SCHEMATICS
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING EXTENDED
AERATION PACKAGE
TREATMENT PLANT
TO REMAIN
EXISTING TABLET
CHLORINATOR & CONTACT TANK
TO BE ABANDONED
TYPICAL OF:
BURNS MIDDLE SCHOOL
DEWBERRY & DAVIS
ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE.. CHARLOTTE. NC 28203
DATE: 09/17/98 SKETCH III
ICLEVELAND COUNTY, NORTH CAROLINA FILE NO. C7170

EXISTING I
SCHOOL I
BUILDING I
L — — — — — I
0
J
LL
ZZ
N
Z
a
NEW ULTRAVIOLET UV o
DISINFECTION UNIT IN Z Wo
PRECAST CONCRETE VAULT
EXISTING
GREASE TRAP
TO REMAIN
NEW SEPTIC TANK (NO BAFFLE WALL)
NEW SEPTIC TANK (NO BAFFLE WALL)
NEW DOSING TANK WITH
DUAL DOSING SIPHONS
NEW DUAL SAND FILTER BED
WITH DISTRIBUTION PIPING
NEW DUPLEX RECIRCULATION
PUMP STATION & CONTROL PANEL
1 TYPICAL OF:
NEW DISCHARGE WASHINGTON ELEMENTARY
TO WHITEOAK CREEK
CLEVELAND COUNTY SCHOOLS DEWBERRY & DAVIS
SYSTEM IMPROVEMENT SCHEMATICS ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
DATE: 09/17/98---] SKETCH IV
CLEVELAND COUNTY, NORTH CAROLINA FILE NO. C7170

3 Dewberry & Davis Engineers
Consulting Engineers
Planners
600 Lexington Ave.
Surveyors
Charlotte, NC 28203
704 342-04-01
Fax [phone]
September 21, 1998
Mr. D. Rex Gleason, P.E.
NCDENR
919 North Main Street.
13NV
Mooresville, NC 28115
-
frrP 1 2 1998
Reference: Proposed Plan of Action
Casar Elementary School, Permit No. N.CO066397
Fallston Elementary School, Permit No.-NC0066419
Burns High School, Permit No. NCO066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NCO066435
Burns Middle School, Permit No. NCO066389
Washington Elementary School, Permit No. NCO066451
Cleveland County, NC
D&D Project No. C7135
Dear Mr. Gleason:
In accordance with the schedule of the Special Order by Consent (SOC) for the referenced eight
schools in Cleveland County, please accept this submittal of the proposed plan of action for each
of the eight schools. It is our understanding that this submittal completes the first activity as
outlined in the SOC schedule for each school.
As discussed in the attached report, the only permit modification necessary is for Washington
Elementary School. An NPDES Permit Application was submitted for Washington Elementary
on September 14, 1998. If you have any comments or questions concerning this project, please
don't hesitate to call.
Sincerely,
Dewberry & Davis
Birk Ayer, E.
Project Engineer
Cc: Mr. Larry McIntyre, Cleveland County Schools
Mr. Charles Weaver, Permits & Engineering Section, DWQ
Ms. Jackie Nowell, Permits & Engineering Section, DWQ
\\CHARI \DRAWING\DRAFTING\C7135\CORRESP\GLEASON.DOC
Virginia Maryland North Carolina California Georgia New Jersey New York Connecticut Massaohusells Pennsylvania 'Texas Oklahoma

C7135
C1I`IM1
PROPOSED PLAN OF ACTION
CLEVELAND COUNTY SCHOOLS
REFERENCE:
Casar Elementary School, Permit No. NCO066397
Fallston Elementary School, Permit No. NCO066419
Burns High School, Permit No. NCO066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NCO066435
Burns Middle School, Permit No. NCO066389
Washington Elementary School, Permit No. NCO066451
BACKGROUND:
System improvements are necessary at the referenced eight schools in Cleveland County,
North Carolina under a Special Order by Consent (SOC). The schedule for the SOC
requires that a plan of action be submitted for all eight schools. The deadline for
submitting this plan of action and applying for any required permits for five schools,
Casar, Crest High, Crest Middle, Fallston and Township 3 is September 30, 1998. Burns
High, Burns Middle and Washington must meet the same requirements by the end of the
year.
PROPOSED SYSTEM IMPROVEMENTS:
Casar Elementary School, Permit No. NCO066397
Fallston Elementary School, Permit No. NCO066419
Casar Elementary and Fallston Elementary have similar systems. A single septic tank, a
single sand filter bed and a tablet chlorinator presently serve each school. Planned
improvements at Casar and Fallston are the same. They include distribution piping, re-
circulation pumping and ultraviolet disinfection.
In order to improve system performance, the piping on the sand filter bed will be replaced
with a distribution manifold consisting of a 6-inch pvc main with 2-inch pvc branches at
approximately 4 foot spacing. Small diameter holes will be drilled in the branches every
4 feet. This system should evenly distribute flow throughout the sand filter providing
more efficient filtering and treatment.
SOC- Plan of Action - Page lof 3

C7135
09/21/98
A duplex pumping station will be added to circulate 2/3 of treated effluent back through
the sand filter bed. The remaining 1/3 will continue through the disinfection process and
then be discharged. The pump station will consist of a precast concrete wet well, two
ejector pumps, a control panel with float switches and an overflow bypass to the
disinfection vault. In the event of a major power outage or pump failure, the system will
not recirculate, but will not overflow.
The existing tablet chlorinator, currently used for disinfection, will be abandoned under
the proposed plan. It will be replaced with an ultraviolet disinfection system contained in
a precast concrete vault. The purpose of the vault is to prevent freezing during cold
weather.
Burns High School, Permit No. NC0066486
Crest High School, Permit No. NC 0066401
Crest Middle School, Permit No. NC 0066460
Township 3 Elementary School, Permit No. NC0066435
Burns High, Crest High, Crest Middle and Township 3 are all served by similar type
systems that differ only in size. Each utilizes an extended aeration type wastewater
treatment system consisting of a bar screen, aeration basin, clarifier and chlorine contact
tank with effluent chlorination. The planned improvement -for each of these four schools
is the addition of flow equalization.
Due to the fluctuation in flow experienced by schools, these treatment plants are being
shocked by several large surges during the school day and then see little or no flow
overnight. Weekends and holidays can weaken the population of beneficial bacteria due
to lack of nutrients. The proposed flow equalization will attenuate fluctuations in flow by
controlling the release into the treatment plant. A 20-25'diameter steel storage tank will
be installed. Over the course of five days, the tank will slowly fill while supplying flow
to the package treatment plant at a constant rate. The constant discharge will continue
over the weekend thus providing a steady environment for optimal bacteria population.
Flow from the equalization tank to the package plant will be gravity flow through an
orifice to control the rate.
A small simplex pump station with float controls will fill the equalization tank. Air
diffusers and a blower will be utilized to maintain aerobic conditions in the equalization
tank. A bypass overflow from the pump station wet well to the package treatment plant
will ensure the pump station will not be overtopped in the event of pump failure.
SOC- Plan of Action Page 2of 3

C7135
09/21/98
Burns Middle School, Permit No. NCO066389
Burns Middle utilizes an extended -aeration package wastewater treatment system
consisting of a bar screen, influent equalization, aeration basin, clarifier, aerated sludge
holding tank and chlorine contact tank with effluent chlorination. The planned
improvements for Burns Middle School include increased flow equalization in the same
manner described for Burns High School. Additionally, the chlorination tank will be
abandoned. Disinfection will be achieved using ultraviolet (UV) radiation. The UV
system will be contained in a precast concrete vault to prevent freezing
Washington Elementary School, Permit No. NCO066451
Washington Elementary School presently utilizes an existing .0045 MGD wastewater
treatment system consisting of septic tank, sand filter and chlorine contact tank with
tablet chlorinator. Flow is directed to the sand filter through a single pipe with a point
discharge. The treated effluent is discharged to a stream classified as zero flow.
In order to accommodate proposed building expansions, the existing system components
need to be moved. Additionally, the school expansion will yield an increase in flow. To
facilitate these changes, a new system is proposed on the site with a new discharge point
to be located on Whiteoak Creek. The new treatment system will consist of dual in -line
septic tanks, a dosing tank with dual siphons (pumps will be substituted as terrain
demands), a dual bed sand filter, a recirculating duplex pump station, disinfection with
UV light, and baffle aeration. The new sand filter will utilize a distribution manifold
consisting of a 6-inch pvc main with 2-inch pvc branches at approximately 4 foot
spacing. Small diameter holes will be drilled in the branches every 4 feet. This system
should evenly distribute flow throughout the sand filter providing more efficient filtering
and treatment.
REQUIRED PERMIT APPLICATIONS:
Based on correspondence with DWQ staff, the only activity requiring permit
modification is the outfall relocation at Washington Elementary. Please see attached
telecopy received from DWQ on September 4, 1998. An NPDES permit application for
Washington Elementary was forwarded to the Permits & Engineering Section of DWQ
on September 14, 1998. The remaining seven schools do not require permit modification
and can go straight to Authorization to Construct (ATC). In accordance with the ATC
requirements, ATC submittal will be made upon completion of plans and specifications
for the improvements described in this report.
\\CHARI\DRAW ING\DRAFTING\C7135\CORRESP\ACTION.DOC
SOC- Plan of Action Page 3of 3

EXISTING I
SCHOOL I
BUILDING I
L------r
FI 7
Z
a
NEW ULTRAVIOLET (UV) 3
DISINFECTION UNIT IN Z
PRECAST CONCRETE VAULT
CLEVELAND COUNTY SCHOOLS
EXISTING
GREASE TRAP
TO REMAIN
EXISTING SEPTIC TANK
TO REMAIN
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING SAND FILTER BED
TO REMAIN WITH NEW
DISTRIBUTION PIPING
NEW DUPLEX RECIRCULATION
PUMP STATION & CONTROL PANEL
�o EXISTING TABLET
L CHLORINATOR & CONTACT TANK
L J TO BE ABANDONED
T
I
DISCHARGE 1
SYSTEM IMPROVEMENT SCHEMATICS
TO BE PLUGGED & ABANDONED
DATE:
�CLEVELAND COUNTY, NORTH CAROLINA [FILE NO.
TYPICAL OF:
CASAR ELEMENTARY
FALLSTON ELEMENTARY
DEWBERRY & DAVIS
ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
09/17/98 SKETCH
C7170

EXISTING
SCHOOL I
BUILDING 14
NEW SIMPLEX PUMP
& CONTROL PANEL
NEW EQUALIZATION
TANK WITH BLOWER
& AIR DIFFUSER
DISCHARGE
CLEVELAND COUNTY SCHOOLS
ISYSTEM IMPROVEMENT SCHEMATICS
CLEVELAND COUNTY, NORTH CAROLINA
EXISTING
GREASE TRAP
TO REMAIN
EX. SEWER LINE
TO BE PLUGGED&
ABANDONED
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING EXTENDED
AERATION PACKAGE
TREATMENT PLANT
TO REMAIN
EXISTING TABLET
CHLORINATOR & CONTACT TANK
TO REMAIN
TYPICAL OF: I
BURNS HIGH SCHOOL
CREST HIGH SCHOOL
CREST MIDDLE SCHOOL
TOWNSHIP 3 ELEMENTARY
DEWBERRY & DAVIS
ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
DATE: 09/17/98 SMCETCH II
FILE NO. C7170

EXISTING
SCHOOL I
BUILDING 14
L------r�l
NEW SIMPLEX PUMP STATION
& CONTROL PANEL
t
NEW EQUALIZATION
TANK WITH BLOWER
& AIR DIFFUSER
NEW ULTRAVIOLET (UV)
DISINFECTION UNIT IN
PRECAST CONCRETE VAULT
DISCHARGE
ICLEVELAND COUNTY SCHOOLS
(SYSTEM IMPROVEMENT SCHEMATICS
� CLEVELAND COUNTY, NORTH CAROLINA
EXISTING
GREASE TRAP
TO REMAIN
EX. SEWER LINE
TO BE PLUGGED&
ABANDONED
EXISTING DISTRIBUTION BOX
TO REMAIN
EXISTING EXTENDED
AERATION PACKAGE
TREATMENT PLANT
TO REMAIN
EXISTING TABLET
CHLORINATOR & CONTACT TANK
TO BE ABANDONED
TYPICAL OF:
BURNS MIDDLE SCHOOL
DEWBERRY & DAVIS
ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
DATE: 09/17/98-d SKETCH III
FILE NO. C7170

EXISTING I
SCHOOL I
BUILDING I
L— — — — — I
Z
a
0 Jof u-
3
NEW ULTRAVIOLET (UV)
DISINFECTION UNIT IN
PRECAST CONCRETE VAULT
EXISTING
GREASE TRAP
TO REMAIN
NEW SEPTIC TANK (NO BAFFLE WALL)
NEW SEPTIC TANK (NO BAFFLE WALL)
NEW DOSING TANK WITH
DUAL DOSING SIPHONS
NEW DUAL SAND FILTER BED
WITH DISTRIBUTION PIPING
NEW DUPLEX RECIRCULATION
PUMP STATION & CONTROL PANEL
1 TYPICAL OF:
NEW DISCHARGE WASHINGTON ELEMENTARY
TO WHITEOAK CREEK
CLEVELAND COUNTY SCHOOLS DEWBERRY & DAVIS
SYSTEM IMPROVEMENT SCHEMATICS ENGINEERS PLANNERS SURVEYORS
600 LEXINGTON AVE., CHARLOTTE, NC 28203
SATE: 09/17/98 SKETCH I V
CLEVELAND COUNTY, NORTH CAROLINA FILE NO. C7170

DIVISION OF ENVIRONMENTAL MANAGEMENT
October 27, 1992
Memorandum To: Susan Robson
From:
D. Rex Gleason
Prepared By: W. Allen Hardy N4k
Subject: Preliminary Engineering Report
Cleveland County School System
Cleveland County
NPDES Permit Numbers:
Burns High School-NC0066846
Lattimore Elementary-NC0066427
Casar Elementary-NC0066397
Washington Elementary-NC0066451
Fallston Elementary-NC0066419
Staff of this Office have reviewed the proposals submitted for
each facility noted above and offer the following recommendations.
For Burns High School, Casar Elementary, and Fallston
Elementary the engineer has proposed that each school relocate
their respective sc4arges to receiv gI�reams which are
"assumed" to haA
presPn� �� h=Y;Q 1 �- s. Before this enginee an r$�� �—
�� these relocations and this Office c�onc,ar ____�Yu'
CharartAri ci ; n� must hP knr�yan. This ti ti 'TJ��
1 s t e� 4
as the re �ngf-or—or-e choice of the relocation as -opposed to a
`� a alternative. An a a , }s +-ri I-,P �■ �ifiah�e--i-t 3� �"�'4`
r ^�
L
Lattimore Elementary- The engineer has g proposed that the
school maintain its permit and pay annual fees until such time as
they wish to start using the school again. No other alternatives
were presented. Until all alternatives are addressed, this Office
can not concur with the engineer's recommendations.
Washington Elementary - This Office concurs with the
recommendation to install a subsurface nitrification field.
The engineer has stated in the report that if the school has
problems meeting chlorine residual limits that ultra -violet and
ozone disinfection are viable alternatives. This Office believes
that gas chlorination or dechlorination are viable options that may
be more suitable for the described treatment facilities.

Page Two
October 26, 1992
If you have any questions or comments, please feel free to
contact Mr. Hardy or me.
WAH

61k�W� - 61114 lky
UMrnc>rr
DI.rISION OF ENVIRONMENTAL MANAGEMENT
December 11, 1992
i'iEk'L'Ftn!:eD'{'M
& C. DEPT. OF NATURAL
P7SOURCES AND
QW4MUMTY DEVELOPMENT
TO: Susan Ro kson C EC 1 6 1992
Mack Wiggins
DIVISION OF Fh91€ 6NM.[NTAL 'BAN;I GF6IENT
TH RI-1 ; Ruth w ar - k 1ZG5 MOORESVILLE REGIONAL OFFICE
Carle sqnders-"Di�.
FROM: jacquelin M. Nowell
i.lBJECT: rr_ lim tj1ary< Effluent Limits for Cleveland CO. School_
s i i_ t ok Elementary NPDES 4 MisCOSS4 i9
i
!'?e i eC'. illcaE=:iprior_=i`=.ilCik has rc\'letYed the engineering report _
ub-
•=i: ,_ ._i'_ completed by Dave GOG-_f..-i if in j_riL i' 9U2_
sites were routed through the Regional office and P&E. fhe tentatly'�-�
it t 1 hSchool @._ p! .. ; e i s L. sue'. _ -. i C i
t:O_ - 30 MOP
l
? -30 .:i rr
Fecal Cvliform 20'' rU60
6_ _ _
Map�s Creek flow 10crwaKoi`
1 `f 10 = 4. ._ r. 1
The _nginEer'ing rwort ndi _a+. that 1Ol' Burns High, a =. bsur face _.,_
- 2
and
_` i _ costs ior the li'.. s Li ' 1 c '1 Y ; ri were _ not n • ' 7 in He POPO &A
appears this . l on should be given more sonsidiratico. The p _ O i .
L'i `h_=_ school_ to -- m'-!ii1cipal 1+=i`'•. k Vi . a' was not r _ i I!
its =
i � c T?'7 r- "k: _ i', ;:e -' w -. r 1 � i l :_ Y :a i? y� l.(i C: il a • _ also _ .. _ .
it r�.. schools lock at -hIorinat;C?: /d_ _ '?,or itr_.: ion =_ - -t ...t
method j, 11 :ram to It =viol t lamps and cz 'it•= disi.r,-_ _ _,r

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
October 21, 1992
MEMORANDUM
To: Mooresville Regional Office
Technical Support Branch
Thru: Coleen Sullins, P. .
From: Susan Robson
A. Preston Howard, Jr., P.E.
Acting Director
Subject: Preliminary Engineering Report
Cleveland County School System
Cleveland County
NPDES: NC0066486, NC0066427, NC0066397, NC0066451, NCO066419
Please review the subject report and comment on the different results. Comment on the appropriateness of
the results and submit recommendations for permit renewals based on those results.
Thanks.
gI. C. FDF:PT. of NA
TURA
RESOURCES AND
CoMMUNITY DEVELOP
dC*T 2 3 1992
WISIgH
t�04RES+IEIE�REGIOI�I� OFFIC
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
I

FRANK C. COCKINOS & ASSOCIATES, INC.
CONSULTING ENGINEERS
600 LEXINGTON AVENUE Telephone: [phone]
CHARLOTTE, N.C. 28203 Fax: [phone]
October 26, 1992 N.
C. DEPr- OF 117A'ruX4Z
COPrlM:1
'fVH�y DEVEL®p�Tr�TT. ESOrjRCES AND
NC Department of Environment, Health &
Natural Resources
Division of Environmental Health 00T 2 7 1992
PO Box 950 b1ErlsloN OF EfdV1ROPiE�i;SL;f;j;
Mooresville, NC 28115-0950
Attention: Mr. Rex Gleason, P.E. MDOItESVIiEE REGIONAL OFFICEFNi
Reference: Cleveland County Schools
Preliminary Engineering Report
Dear Rex:
The four (4) NPDES permits for the Cleveland County Board of Education
are as follows:
Casar Elementary School NC 0066397
Washington Elementary School NC 0066451
Fallston Elementary School NC 0066419
Lattimore Elementary School NC 0066427
Each of the above permits has a provision in Part III-E that a
Preliminary Engineering Report be forwarded on or before one year of
issue date of June 17, 1992. The report was forwarded to your office on
June 12, 1992. Each permit further states that discharges shall cease
on December 31, 1993.
Plans and construction must be completed on or before the 1993 date.
Approval of the report is required by the Cleveland County School
Department before we can proceed to meet the requirements of the permit.
Please advise when we .can expect approval or comments from this report.
We need to have your department's input so that we can send the plans to
DEM for proposed surface discharges and to DEH for subsurface disposal.
Your early comments will be greatly appreciated.
Very truly yours,
FRANK C. COCKINOS AND ASSOCIATES, INC.
Az&el___Z,��
Frank C. Cockinos, P.E.
FCC/sl

PRELIMINARY ENGINEERING REPORT
ON
FIVE SCHOOLS
FOR
CLEVELAND COUNTY
N. G DEPT. OF mX.
RESOURCES AwDTA
COMMUNITY DEVE.Wp
JUN 15 1992
KYfM BF ER19014MENTAL MANAGEM94
NOORESWILE REGIONAL OFFICE
C. DEPT. 017 NATMM
RrSOURCES AND
a'x' kg2
QI'rON ESE FIROMMM LAANAGEFAERiT
awiESl'ILL£ IGIOIII. _
CLEVELAND COUNTY BOARD OF EDUCATION
866 Poplar Springs Church Road
Shelby, N.C. 28150
[phone]
June 15, 1992
Commission No. 630-01
FRANK C. COCKINOS & ASSOCIATES, INC.
Consulting Engineers
600 Lexington Avenue
Charlotte, N.C. 28203
[phone]

_t
TABLE OF CONTENTS
Letter of Transmittal
Topical Summary
Recommendations
Permit Requirements
Definitions
Section 1. General
Section 2. Burns High School
Section 3. Lattimore Elementary School
Section 4. Casar Elementary School
Section 5. Washington Elementary School
Section 6_. Fallston Elementary School
Section 7. Conclusions
Page
1-6
7-10
11
12-15
16-19
20-23
24-25
i
TABLE OF CONTENTS
Letter of Transmittal
Topical Summary
Recommendations
Permit Requirements
Definitions
Section 1. General
Section 2. Burns High School
Section 3. Lattimore Elementary School
Section 4. Casar Elementary School
Section 5. Washington Elementary School
Section 6_. Fallston Elementary School
Section 7. Conclusions
Page
1-6
7-10
11
12-15
16-19
20-23
24-25
i

E
TOPICAL SUMMARY
1. The Cleveland County Board of Education owns and operates
individual wastewater treatment facilities at the following
schools:
1. Burns High --Permit No. NCO066486
2. Lattimore Elementary --Permit No. NCO066427
3. Casar Elementary --Permit No. NCO066397
4. Washington Elementary --Permit No. NCO066451
5. Fallston Elementary --Permit No. NCO066419
2.- The above wastewater treatment facilities are meeting the
present effluent limitations established by the North
Carolina Division of Environmental Management (DEM).
3. Within 12- months of the issuance of each permit, an
engineering study evaluating alternatives to surface
discharge is required with the exception of Burns High. If
no feasible alternatives are found, effluent limits will
become increasingly stringent.
4. Some form of the septic tank/sand filter (or nitrification
field) system presently in use at three of the schools is
considered to be the best practicable technology for
treating wastewater flows generated by a day (not boarding)
school.
5. The small activated sludge plant presently in use is not the
best method of treatment available for the amount of flow
generated by a school.
6. The best answer to the problem of meeting the effluent
limits at the school discharge points is to eliminate the
discharge. This is acccomplished by subsurface disposal
(soil dependent), or transferring the wastewater to
another wastewater treatment plant (a function of dollars
vs. distance).
7. An alternative solution to the problem of meeting the
effluent limits at the discharge point is to relocate the
discharge point to a larger stream.
8. The tablet chlorinators used by the school system are
currently working effectively. They can however become a
daily maintenance item, difficult to control for accurate
dosage and are subject to failure. If problems develop in
the future, or if DEM imposes chlorine residual limits the
schools may have trouble meeting, ultra —violet and ozone
disinfection are alternative methods of treatment.
9. Observations by`the engineer at the treatment facilities
visited indicate good maintenance practices by the school
maintenance staff.
naJ

RECOMMENDATIONS
It is recommended that the Cleveland County Board of Education
take the following actions to prevent having severe effluent
limitations imposed on the discharges at each of the schools:
REVISIONS
1. Burns High
a) Relocate the discharge
b) Monitor the performance and maintenance costs of
the existing package plant
2. Lattimore Elementary
a) Retain discharge permit
3. Casar Elementary
a) Relocate the discharge
4. Washington Elementary
a) Construct a conventional nitrification field
5. Fallston Elementary
a) Relocate the discharge
REPORT
1. Approve the report and forward a copy to the Division
of Environmental Management (DEM).
2.. Forward a copy of any Special Order of Consent
schedules to Frank C. Cockinos & Associates for review,
of lapsed times between tasks for each school.
3. Authorize the firm of Frank C. Cockinos & Associates
to proceed with design of the facilities on a
schedule to be established by DEM.
4. Proceed with construction of the modifications as
described in this report upon approval of plans and
specifications by the appropriate regulatory agencies.

PERMIT REQUIREMENTS
1.
Burns High
"
a)
June 17,
1991
- Date of issue
b)
December
31,
1993 - Expiration of
permit
2.
Lattimore Elementary
a)
June 17,
1991
- Date of issue
b)
June 17,
1992
- Submit engineering
report
c)
December
31,
1993 - Expiration of
permit
3.
Casar Elementary
a)
June 17,
1991
- Date of issue
b)
June 17,
1992
- Submit engineering
report
c)
December
31,
1993 - Expiration of
permit
4.
Washington Elementary
a)
June 26;
1991
- Date of issue
b)
June 26,
1992
- Submit engineering
report
l
c)
December
31,
1993 - Expiration of
permit
5.
Fallston Elementary
a)
July 19,
1991
- Date of issue
b)
July 19,
1992
- Submit engineering
report
c)
December
31,
1993 - Expiration of
permit

DEFINITIONS
Ammonia -A chemical combination of hydrogen (H) and nitrogen (N)
occuring extensively in nature. The combination used in water
and wastewater engineering is expressed as NH3.
BOD-(1) Abbreviation for biochemical oxygen demand. The quantity
of oxygen used in the biochemical oxidation of organic matter in
a specified time, at a specified temperature, and under specific
conditions. (2) A standard test used in assessing wastewater
strength.
DO -Abbreviation for dissolved oxygen. The oxygen dissolved in
water, wastewater, or other liquid, usually expressed in
milligrams per liter, -parts per million, or percent of
saturation.
FC-Abbreviation for fecal coliform. A group of bacteria
predominantly inhabiting the intestines of man or animal, but
also occasionally found elsewhere. It'includes all aerobic and
facultative anaerobic, Gram-negative, non-sporeforming bacilli
that ferment lactose with production of gas. Also included are
all bacteria that produce a dark, purplish -green colony with
metallic sheen by the membrane -filter technique used for coliform
indentification. The two groups are not always identical, but
they are generally of equal sanitary significance.
pH -The reciprical of the logarithim of the hydrogen -ion
concentration. The concentratdon is the weight of hydrogen ions,
in grams, per liter of solution.
TSS-(1) Abbreviation for total suspended solids. Solids that
either float on the surface of, or /are in suspension in, water,
wastewater, or other liquids, and which are largely removable by
laboratory filtering. (2) The quantity of material removed from
wastewater in a laboratory testa
CT -A test for Chronic Toxicity defined by the effluent
concentration causing no observable inhibition of reproduction or
significant mortality.

CLEVELAND COUNTY SCHOOLS REPORT
SECTION 1. GENERAL
1.01 AUTHORIZATION
This study and report has been undertaken pursuant to
instructions received from Mr. Larry McIntyre, Director of Plant
Operations, Cleveland County Board of Education, on December 2,
1991.
1.02 SCOPE
This study involves the following five schools:
1. Burns High
2. Lattimore Elementary
3. Casar Elementary
4. Washington Elementary
5. Fallston Elementary
These schools are served by individual wastewater treatment
facilities owned and operated by the Cleveland County Board of
Education. Four of the school's permits require an engineering
study evaluating alternatives to surface discharge within 12
months of the issuance of the permits. Burns High does not have
such a requirement listed in the permit. However, it has been
added to the report because of problems associated with the
discharge point. This report is undertaken to comply with the
guidelines set forth in the permits.
In most cases, the schools under consideration have been
able to comply with the effluent limits established by the North
Carolina Division of Environmental Management (DEM). The schools
are located in areas of the county remote from municipal
wastewater collection and treatment facilities. The effluent
limits shown in each individual school's report are the limits
established for the 12 month period from the date of issuance.
Because each school is discharging into a stream classified as
having zero flow, the effluent limits will change unless suitable
alternatives are found, making it increasingly difficult to meet
the requirements of the permits.
1.03 SEPTIC TANK/SAND FILTER BED
The Engineer is of the opinion that the septic tank/sand
filter bed method presently in use at three of the schools for
treating the wastewater under consideration (domestic waste) is
one of the best practicable technologies available at this time.
—1—

Conversation with Dr. A: R. Rubin of the North Carolina State
Agricultural Extension Services has confirmed this opinion.
Anaerobic (septic tank) treatment is less susceptible to upset
from intermittent hydraulic and pollutant loading than many of
the other available methods. This is highly important,
considering the variations in daily flow rate as well as the long
periods of "no—load" during weekends, holidays and vacations.
This acceptance of loading fluctuations, combined with the
filtering and aerobic treatment offered in the sand bed, produces
the best of two worlds in domestic waste treatment.
The septic tank/sand filter bed treatment is capable of
reducing wastewater pollutants on the order of: . biochemical
oxygen demand (BOD) at 85 to 92 percent and total suspended
solids (TSS) at 90 to 98'percent. Assuming normal domestic waste
at a BOD and suspended solids of 200 mg/l each, final effluent
should be in the range of BOD 16 to 30 mg/l and suspended solids
4 to 20 mg/l. This projection of treatment capability of the
existing systems shows these facilities can be expected to
deliver a reasonably good quality effluent meeting secondary
treatment limits. The North Carolina Division of Environmental
Management (DEM) sets limits for specific pollutants allowable in
wastewater effluent. These limits are based on the stream's
capability to assimilate the pollutants without undue
degradation. The septic tank/sand filter system is not capable
of meeting all of these limits all of the time without additional
treatment technologies.
1.04 ACTIVATED SLUDGE
The extended aeration system used is one type of the
_activated sludge treatment process. This method of wastewater
treatment depends upon growing and maintaining a bacterial medium
that will decompose the pollutants in the wastewater under
aerobic conditions. This process performs very well when the
waste stream is continuous and consistent in both flow rate and
organic waste strength. The basic problem with this process
serving a. school is that the plant receives flow for
approximately eight hours a day, five days a week. The bio—mass
dies off during the weekend because of the lack of organic
material and then is "shocked" with a large flow on Monday. In
order to achieve efficiency of operation, aerobic plants should
have flow equalization based on a -five—day fill, seven—day draw
basis. As an example, Burns High delivers an average of about
9,000 gallons of wastewater a day (45,000 gallons per week) even,
though "standard" flow rates may give higher values for
permitting. This is slightly more than 4 gallons per minute; an
almost impossibly low flow to work with.
—2—

The lone activated sludge plant is gilder than twenty years,
surpassing the average Life expectancy for this type of
equipment. The manufacturer of the plant is no longer in
business. Maintenance of the existing wastewater treatment plant
is going to become more difficult and expensive.
The activated sludge system, as with the septic tank/sand
filter systems,. cannot meet all of the effluent limits
consistently.
1.05 _TREATMENT ENHANCEMENT
The septic tank/sand filter system can be converted to
provide more complete treatment by placing two sand filters in
series. A further enhanced treatment is to use the recirculating
sand filter. In the recirculating filter, a portion of the flow
is discharged to the stream, while a portion is pumped back to
the sand filter for a second treatment. This type of treatment
can achieve results of BOD and ammonia as nitrogen (NH3) in the 5
and 2 mg/l range. Unfortunately, consistency of operation is not
assured in this range.
The activated sludge system can be enhanced by adding
tertiary filters. With flow equalization and filtration, BOD and
NH3 can be brought to the 5 and 2 mg/l range. Again, consistency
of results can fluctuate.
1.06 DISINFECTION ALTERNATIVES
Each of the school's wastewater is presently chlorinated by
use of a tablet chlorinator located in a chlorine contact
chamber. This method of bacteria removal is economically
appealing but is susceptible to inconsistent chlorine dosages and
requires daily maintenance. The apparatus is somewhat mechanical
in nature in that a cycled process is depended upon for proper
operation. A chlorine tablet is induced into the treated
wastewater. When the first tablet dissolves, another tablet
drops into place for the next application. Some of the problems -
associated with this type of unit are:
1. A tablet can become moist, causing it to swell, and
not allowing any further tablets to drop.
2. Periodic high flow rates can create a suction,causing
all of the tablets to be used in one application.
3. The unit can run out of tablets between visits of
maintenance personnel.
Even with daily maintenance, these problems may occur. Because
the schools are not experiencing any of these problems to date,
the Engineer recommends keeping the present systems. If problems
-3-

occur in the future, there are other methods of treatment
available. Two alternative methods of bacteria removal are ultra-
violet and ozone disinfection.
Ultra -violet (UV) disinfection is a process in which the
wastewater is passed through a channel and exposed to ultra- J
violet light, killing bacteria and viruses. The schools under
review would require only one module (two lamps) which can handle
flows up to 25,000 gallons per day, far more than the 3,000-
15,000 gallons per day the schools are presently discharging.
Power consumption is approximately 100 watts and the unit
operates on a 120V/60Hz. At the end of lamp life (approximately
1 year) with a UV transmission quality of 65% and suspended
solids 30 mg/l, the unit is designed to reduce fecal coliform
counts to less than the 200/100 ml effluent limit which is likely
to become the future standard. The cost of replacing the bulbs
is about $100.00 per module. Unlike chemical disinfection, UV
does not require the handling of dangerous substances and adds no'
toxic compounds to the effluent. A safety precaution to be aware
of is that no part of the body should be exposed to UV light. UV
light can cause serious damage to unprotected skin and eyes. If
it becomes necessary to work with an open source of UV light,
gloves, protective long clothing and UV face shield should be
worn. Costs of these units are approximately $6,000.
Ozone disinfection is another possible alternative. Ozone
is produced by the reaction of an oxygen -containing feed gas in
an electrical discharge. The feed gas, which may be air, pure
oxygen, or oxygen enriched air, is passed between electrodes
separated by an insulating material. Ozone is a rapid and
effective disinfectant. Test data have demonstrated the
capability of ozone with regard to speed and effectiveness in the
destruction of bacteria, and more recently, of virus. Ozone will
react with oxidizable matter in the wastewater with some
reduction in BOD. Because of the nature of ozone, the residual
is short lived. It is necessary that it be step -fed into the
wastewater to provide the contact period needed to accomplish
disinfection. Effectiveness of ozone as a disinfectant is
relatively independent of pH and temperature values, although a
pH of 6.0 to 7.0 appears to be the most favorable range. Ozone
is a pale blue gas having a distinct pungent odor. In
concentrations usually employed, the odor is detectable but the
color is not visible. It is both toxic and corrosive. Because
of its unstable nature, it must be generated at the point of use.
Consequently, safety aspects of transportation and storage are
eliminated. Costs of these units are approximately $15,000.
Operator training in the safe operation and maintenance of
the disinfection equipment is critical. Any safety devices such
as housing, fences, and locks should be utilized because of the
potential hazards involving students.

1.07 EFFLUENT LIMIT COMPLIANCE
The effluent limitations established by the North Carolina
Division of Environmental Management may become more stringent in
the near future. The implications are as follows:
1. Additional limitations may be imposed which the existing
facilities are required to meet.
2. The streams that the schools are presently discharging
into are classified as zero flow streams. This
classification will cause stricter effluent limits.
Even with treatment enhancement, the school's facilities may not
be 'able to comply with stricter effluent limits. One possible
solution is to discharge into a subsurface disposal field, which
eliminates discharging into a live stream. A Soil Scientist from
the Cleveland County Health Department has reviewed the school
sites. Adverse soil conditions or lack of land area combined
with economic considerations dictate that sGbacd=sposa��s
os e a _ _ _ v1;- a:sha ngt l eentarr 00A. M
1.08 MAINTENANCE
Thew-mainte�a��eT--st.a:f-f--h-as be�n'perf�orm'i�c�'ta�e� 2�ri•th�Y
istsng---systeYns. Af et r fFie re_locatzons-h-&v-e—he"en compl� emoted
a�rrten-a-n>fle ,t.ime--arequri-red-far—each s�chool..'s trea_tme `f ,c l3ty
"hat Yd a ned alto nlw grmor.e Nti,m �fs�x _other "€3ut'ies the-stafF
_..
Mdy
a�vt.o,,._._p_erf_o�rn. The three types of systems under
consideration are:
1. Septic tank/sand filter bed
2. Septic tank/conventional nitrification field
3. Activated sludge plant
The septic tank/sand filter bed (or conventional
nitrification field) with the modification of the existing
disinfection system should demand less maintenance time. Septic
tanks should be cleaned annually. With distribution piping, the
sand filter beds should receive an even disbursement of flow
across the beds. Usually when the beds begin to have problems,
r the sand needs replacing. Work can be scheduled for the summer
months when school is not in session. The nitrification field
requires mowing and inspecting for settlement.
-5-

I
The activated sludge plants will become more of a
maintenance problem in the future. Multiple daily site visits
could be required to achieve the desired results. In the future
the School Board may wish to.consider removing the existing plant
and installing a septic tank/sand filter bed as discussed in
sections 1.03 and 1.04 if problems occur.
R

SECTION 2 . t'LJ N—S-HIGH-SCjjO®Ia
2.01 EXISTING FACILITIES
Burns High is located on NC Highway 182 East, west of
Fallston (Map A). The present population of 1002 students and 93
staff members is not expected to increase in the next five years
based upon current trends. ;st,6a.t.er..�.�ac_ 1� es :.c:ons'.st o'�ajn a
a-c ivat+ed seiucig pla and a _-iiior%n��o n :act c- amber-w h� _
dab —et ch`, o-i_ r_ia_t.or...�(Sketch #1) . The cafeteria effluent line has
a grease trap. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow 0.0175 mgd
BOD 30.0 mg/1
TSS 30.0 mg/1
i
FC 200/100 ml
pH 6.0-9.0
CT P/F @ 99%
2.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The school
maintenance staff has had some problems with the grease trap.
The wastewater generated by the school is expected to be
approximately 15,000 gallons per day. The facility has been
properly maintained to operate within the secondary effluent
limits .governed by the permit. However, t,st,reampT.ese t=1y
The facility will mast likely not be capable of meeting the new.
effluent limits imposed when the permit is renewed. These new
limits are expected to consist of 5 mg/1 BOD and 1 mg/1 NH3.
Sava:ilrl�lt�Yrga-subsurface�dsposal fiedd The loading rate has
been given at ` 0:4 gallons/square foot/day for a conventional
nitrification field. The field would require approximately
12,500 feet of line and a field area of about 111,600 square
feet(2.5 acres). An equal amount of land would need to be
reserved for a repair field. A low pressure system at a loading
rate of 0.2 would require a field size approximating 75,000
square feet(1.7 acres) with an equally sized repair area.
-7-

2.03 ECOi END�°1`ICN9
1.Riacate tie dsclarg tc� M�Cree:a
2. The school maintenance staff should investigate the
problems with the grease trap. If necessary, two
grease tanks in series can be installed outside the
cafeteria. This is an effective method of removing
grease from the effluent.
2.04 COST DATA
Construction Costs
Mobilization
Clearing
Pump Station
3" PVC Force Main
Grease Tanks
Bore
Headwall & Flap Valve
Rock Excavation
Trench Stabilization
Sub —Total
Contingency 10%
$8,000.00
7,000.00
35,000.00
48,000.00
1,000.00
2,400.00
2,000.00
2,500.00
2,000.00
$107,900.00
10,800.00
Administration, Engineering, Legal 21,300.00
Project Cost
$140,000,00
Additional costs involved will include
acquisition, attorney fees, and mapping.
right—of—way
�:rr

N. C.
LAWNDALE,
`��!♦ .I i • ,' 1 1 �� ,�� I ` �� NE/4 iHELBY 15' OUADRANOLE
N3522.5-W813017.5
1982
(�= �.
/ 44 90DMA 4E43 1 NE -SERIES Y842
I
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�
ON
fill � :I' .•.l�_ M�pne ' �"
0.20'
66 MILS
of
�\ \ UTM GRID AND 1v�MAGNETI NORTH ���
0 1 MILE •• , L
f PLII)Nc:;o HIGH 56HDDL
FRANK C. COCKINOS d ASSOCIATES, INC.
CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE 0WE 15 11992 MAP A
COMM. NO. 65D.01
'BAN -FA RNELL, MC.. CHARLOTTE 407 aoan!-ne.
-9-

I�
bX15TING
CHLONNAIDFi
EXITING
HDLDING
i AMA
W5-rwG
FDD16ALL FIUD
H lAY 182
LOCATIDW MAP
N.1,5,
L_i�UAND COUNTY b0AWD OF UDUCATIDN
13UMI'i HI6P SCHDOL
51AEL6Y , NORZN CARDUMAa
5XISYING
SCNDDL
BUILDING
DUNCAN-PARNELL. INC., CHARLOTTE 457 704-37E-7726

I
SECTION 3. LAT1MORE ELEMENTARY SCHOOL
Lattimore Elementary is currently a closed facility with no
classes being held. The building's sole function is storage at
the present time. �It�1hEnga n�er`�� ocr Ana"`nda:t`.i onthat the
Schoa�l--�Eo��rd---�b�eep< thee: dars;charge-pertr%t ac�i��,�_�re�i fi;hou.gh no
d charge as'"acCurrd-n In fhe event the school is reopened at
some later date, some modifications to the existing system would
be required in relation to the zero flow stream classification at
the existing discharge point. If the permit is allowed to lapse,
it may not be possible to obtain a new permit in light of the
increasingly stringent limitations being imposed upon school
discharges across the state. Costs of obtaining a new permit
would probably equal or exceed the existing permit fees now
incurred annually.
V Lfi-111D �-
-
-11-

SECTION 4. CASAR ELEMENTARY SCHOOL
4.01 EXISTING FACILITIES
Casar Elementary is located on S.R. 1518, north of Casar
(Map B). The present population of 249 students and 28 staff:
members should remain fairly constant during the next five years
based upon current trends. as"t a rater f-alc-i--lines_ cansi-s-t off
P is tn3c_a sad #-irter ei c and a�, chi Drina onta-c
�h mbe "wi tFi a t_ah1 et� ch:l_or i.�ato ( l et.ch� #2 )/, Th f e`ter i a
eff uen line is served by a grease trap. The existing system
has been well maintained.
Effluent Limitations established by DEM are:
Flow
0.0066
mgd
BOD
30.0
mg/1
TSS
30.0
mg/l
FC
200/100
ml
pH
6.0-9.0
4.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The
wastewater - generated by the school is expected to be
approximately 3,000 gallons per day. �The�f73[=L-it_y_ — hab�e_t
units gob the�p�rmt. T_heiasi:f�catonfh_e s____trern
bpi ng u Y 1.-zed-f-or --da.s:char_ge-Is- a_. z f`1 ow strewI n-.3 The facility
wil-1 most likely not be capable of meeting the new effluent
limits imposed when the permit is renewed. These new limits are
9/expected to consist of 5 mg/1 BOD and 1 mg/1 NH3. elaQ lqn o-v
�a e%hdaschar:fie t�rs�kd_Run cr�eek�lb`c� c1 p�rox�ma_tefy 7000
�,£et a_m yechao-- shoal^-d1.1ow.ie�,fwaca�l ity t^o re'ceiv
'v The oacal health departmen:__b:as
me —soil
alsubsurfa-d3spcaiel fMost tof the some'
ype of grading performed on it, and the remainder is small and
\U r scattered. ere ,may be s 3 abler tan 1o�_at-ed....a.c.r_oss the s rer
Investigations should be per ormed to determine the availability
of the proposed lot and an applicable loading rate.
Y' -12-

4.03 RECOMMENDATIONS
1. Relocate the discharge to Crooked Run Creek.
2. Investigate the possibility of acquiring suitable land
near the school.
4.04 COST DATA
Construction Costs
Mobilization $7,900.00
Clearing 1,000.00
Pump Station 35,000.00
3" PVC Force Main 56,000.00,
Headwall & Flap Valve 2,000.00
Rock Excavation 2,500.00
Trench Stabilization 2,000.00
Sub —Total $106,400.00
Contingency 10% 10,700.00
Administration, Engineering, Legal 20,900..00
Project Cost $138,000.00
Additional costs involved will include right—of—way
acquisition, attorney fees, and.mapping.
—13—

CASAR, N. C. -' " t, .
cam. N3530—W8130/7.5�i�i' �••••••`f1� t'I J/�'�,• . (� • 1
lL .0 1956 '0 •' o n • • r-� �; ti�•.���, ��
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• `. !..•� DECLINATION, 1956 4
U) � � , .yam•
., •. .�•i i. 1 4!y.
l9 I • S A v, i ..
� DIhLNARGE
' PDIN'T
J 1
• Q f
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ISO! I ' � ♦ �� •� — r �+ i
LAWNDALE,
ISII / A NE/4 BHELBY 15' DUADRANOLE
N3522.5—W8130/7.5 • r
1982 +
DMA 4645 I NE -SERIES V842
' 1 } 0
FRANK C. COCKINOS a ASSOCIATES, INC.
CASAR rLeMM-TARY 5CHiDDL CONSULTING ENGINEERS
www . •..o" nuns. ATTr •. i+ 709A2
DUNCAN-►ARNILL. INC.. CHARLOTTE 4.7 704-27E-77E6
14 -

7m
�X157 I N G
CHLORINAIDR
EX61ING SAND
F1L1ER PEED
EXlS� . BLDG.
F-1 EX15110 515"IC 1ANK
FX15?,
SCNODL
15LO6.
EXI571NG
SCHOOL
BUILDING
LDLAYIDN MAP
G )ELAND MIN-TY BOARD OF EDUCA-TION FRANK C. COCKINOS 8 ASSOCIATES, INC.
CONSULTING ENGINEERS
CASAP, P,LEMWARY 15NDOL 600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: JUNE 15 , 1992 SY)Ff CH Z
SMF-LbY NDR'(M GAROI ►►JA COMM. No. 630.01
DUNCAN-PARNELL, INC.. CHARLOTTE 407 704-E70-7700
— 15 --

5.01 EXISTING FACILITIES
Washington Elementary is located on S.R. 1001, south of Waco
(Map C). The present population of 365 students and 47 staff
members is not expected to increase in the near future.
Wastewater facilities consist of a septic tank, single sand
filter bed, and a chlorine contact chamber with a tablet
chlorinator (Sketch #3). The cafeteria effluent line has a
grease trap. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow
3 j,,W.4Z- W
mgd
BOD
30.0
mg/1
TSS
30.0
mg/1
PC
200/100
ml
DO
6.0
mg/1
pH 6.0-9.0
5.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the 'facility has been operating effectively. Q
�tas�ewater�ge�n-er�artet%�v _ the sc'hoal,�.�.:s ex-pectec t��.b
apprrmt_lr 00_gall`o`ris pe_day; The facility has been
properly maintained to operate within the secondary effluent
limits governed by the permit. However, s_ret eam_;pr�s:entljr
The facility will most likely not be capable of meeting the new
effluent limits imposed when the permit is renewed. These new
limits are expected,to consist of 5 mg/l BOD and 1 mg/1,NH3.
r Yor a conventional nitrification.field, the loading rate
has been given as 0.4 gallons/square foot/day. The field would
require approximately 3,850 feet of line and 33,750 square
feet(0.8 acres) of area. An equal amount of land would need to
be reserved for a repair field. EG-Tv- th t o-sma. st at
-16-

5.03 RECOMMENDATIONS
1. Construct a conventional nitrification field.
5.04 COST DATA
Construction Costs
Mobilization $6,300.00
Pump Station 30,000.00
Distribution Boxes 8,000.00
2" Force Main 5.,000.00
4" PVC Laterals 35,000.00
Sub -Total $84,300.00
Contingency 10% 8,400.00
Administration, Engineering, Legal 16,700.00
Project Cost $109,400.00
Additional costs involved will include right-of-way
acquisition, attorney fees, and mapping.
-17-

b�•� •�.' e �..�_ �\.l-'•• `' •;. 1. `2W01 \ ` _ � :� /. -��,y'
SAS
`� %' % •* �!t�� 'Sol•'to75 � u •� S�wi�p i ofal •-�.s
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1 fit: � � �� �� • '�—
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MNON
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53 MILS
i �. Q l • 87S \ ` 1 MILS '
_ + Q s,'?
1r. .. •t. �� o / + -UTM p AND`1973 MAGNETIC MONTH
• `; 1 ; • ��. WACO, N. C.
]� S_ ,Mj :•' r " �`"� + 7 SW/4 LINCOLNTON IS' GADRANOLE ` •�•
• j'r� r. N3515—WS122.5/7.5
1 LC — , ,i.,�• l 1973
• ^ '•i:3s•:c• c-����• I AMS 4754 IV SW —SERIES V842
( 0_\\ 1 MILE,
��
J s: �, {.•f�J c�' r � �2011 �w71t21 � l i J �=�ii.��1 � ��•� i
FRANK C. COCKINOS a ASSOCIATES, INC.
WA1--?NING'TDN ELeMEWIARY `JC CIM CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE ;TUNE 15 , 19E MAP C
COMM. NO. (53D. DI
OUNCAN-►A"nL, INC., CHARLOTTE 407 704-872-77641
— in —

. w . 0
�X1511NG EX15-fING
5AND FUM ON? 5EP'fIC YANK
�Xlh�(ING �
tPOHNAYDI'l
PYC 9 DI P O O
avvc ExI15YING
5CN00�
�UlL01N6
5.R,k IDDI
5DUYN MAIM 57REEY
LKAYIDN MAP
CL,,ALAND CDUNlY BOARD DF F.DU(A-fIDN FRANK C. COCKINOS & ASSOCIATES, INC.
CONSULTING ENGINEERS
WASNINGION F-LEMEWAM 5CHDDL 600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: JUNE 15 7 1992 5hF-f CH # 3
SNELr3Y NOR'TN CARDLINA COMM. NO. 650.01
DUNCAM-►ARMELL. INC., CXARLOTTE 407 704-072-7700
- 19 -

SECTION 6.- YALLSTON ELEMENTARY SCHOOL
6.01 EXISTING FACILITIES
Fallston Elementary is located on NC Highway 18 South, south
of Fallston (Map D). The present population of 529 students and
63 staff members is expected to increase by 75 students by the
fall of 1993. V.aL s ter~-facIii�s✓cansas-of�a_se.n �c.
tae ckxlnatar CSketch. 4} : A grease trap serves the
cafeteria. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow 0.0080 mgd
BOD 30.0 mg/l
TSS 30.0 mg/l
FC 200/100 ml
DO 6.0 mg/l
pH 6.0-9, . 0
6.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. WIe
s"ud,en g pulatio The foci1ity has been properly maintained to
operate within the secondary effluent limits governed by the
permit, however,"'tream�pr�e teeing utf�lize�°r
isc __ar_g_e is�c_lassifaed as a zero flc�sre The facility will
most likely not be capable of meeting the new effluent limits
imposed when the permit is renewed. These new limits are
expected to consist of 5 mg/1 BOD and 1 mg/l NH3.
oct - .sTt�h__ teps�rtmrant as.� . nerfo`�md so 1
f lj For a conventional nitrification field, the loading rate
has been given as 0.4 gallons/square foot/day. The field would
require approximately 6,050 feet of line and 54,000 square
feet(1.2 acres) of area. An equal amount of land would need to
be reserved for a repair field. A low pressure system would
require a field size approximately 36,000 square feet(0.8 acres)
with an equally sized repair area.-
-20-

4
6.03 RECOMMENDATIONS
1. Relocate the discharge.
6.04_COST DATA
Construct i nn CnRt R
Mobilization
Clearing
-Pump Station
3" PVC Force Main
Bores
Headwall & Flap Valve
Rock Excavation
Trench Stabilization
1 ;1 Sub -Total
ti' U
�� `Oontingency 10%
N
$9,000.00
5,000.00
35,000.00
60,000.00
5,000.00
2,000.00
2,500.00
2,000.00
$120,500.00
12,000.00
Administration, Engineering, Legal 23,850.00
Project Cost
$156,350.00
Additional costs involved will include
acquisition, attorney fees, and mapping.
a-
right-of-way
-21-

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FRANK C. COCKINOS ID ASSOCIATES, INC.
VALLcD-TON LL F_ M F, 14 -TA RY 5CMbDL CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: LTILINE lr7 i lqq?_ MAF 0
I . COMM. NO. 630.D1
DUNCAN-PARML, INC.. CHARLOTTE 427 704-872-7780
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-- 23 —

I
SECTION 7. CONCLUSIONS
7.01 EXISTING FACILITIES
The existing septic tank/sand filter bed system presently in
use at three of the schools studied are among the best types of
treatment facilities for the particular waste being treated.
This is because of the resistance to and recovery from shock
loadings of both pollutants and volume. Burns High is the only
school currently using activated sludge treatment. Even though
this type of treatment is acceptable and currently used in many
applications, it. is not recommended for the type of flow
generated by schools.
7.02 MODIFIED FACILITIES
�necncro-oaraayr snLa-cans;i:a�r�rp.i_ac x neL ne exist i�-ig
ill
}rEven ually chlorine residual limitations may be added to
the permit requirements, this is one option available for
removing chlorine altogether. These units can,pose a hazard to
students and should be well secured.
It is strongly suggested the activated sludge plant be
replaced with a septic tank/sand filter system in the future.
Not only is this one of the best methods of treatment available,
it.will also add conformity to the operation of each school's
facility which should ease day to day maintenance operations.
The streams being utilized for effluent discharge are
classified as zero flow by DEM and, it is necessary to relocate
the wastewater discharge point at two of the schools. It would
be extremely difficult to meet the new effluent limitations that
will be imposed. .
7.03 COST DATA
The project costs listed for each school are estimates using
current prices and are intended to be budgetary figures. It is
"not possible to predict economic trends and it is hoped that the
estimates presented will be reasonably close to, or above, the
contract prices at the time of construction. Price escalation
should be factored into the long term projects.
-24-

t
TOTAL PROBABLE COSTS
Burns High
Lattimore Elementary
Casar Elementary
Washington Elementary
Fallston Elementary
1
$ 140,000.00
0.00
138,000.OQ
109,400:00
156,350.00
$ 543,750.00
-------------
-25-

PRELIMINARY ENGINEERING REPORT
ON
FIVE SCHOOLS
FOR
CLEVELAND COUNTY
CLEVELAND COUNTY BOARD OF EDUCATION
866 Poplar Springs Church Road
Shelby, N.C. 28150
[phone]
June 15, 1992
Commission No. 630-01
FRANK C. COCKINOS & ASSOCIATES, INC.
Consulting Engineers
_ 600 Lexington Avenue
Charlotte, N.C. 28203
[phone]
!� C. DEPT. o1P-Yl -
RESOURCES .= x
COM;IMUNITY IDEV1 Wp
JUN 15 1992
QIYISIdH OF EHVMOWSTAL MAHACEM[q
MOORESVRLE REGIONAL OFFICE
a

TABLE OF CONTENTS
Pacre
Letter
of Transmittal
Topical
Summary
Recommendations
Permit
Requirements
Definitions
Section
1. General
1-6
Section
2. Burns High School
7-10
Section
3. Lattimore Elementary School
11
Section
4. Casar Elementary School
12-15
Section
5. Washington Elementary School
16-19
Section
6. Fallston Elementary School
20-23
Section
7. Conclusions
24-25

TOPICAL SUMMARY
The Cleveland County ,Board of Education awns and operates
individual wastewater treatment faci.lities at the following
schools:
1.. Burns High --Permit No. NC0066486
2. Lattimore Elementary --Permit No. NC0066427
3. Casar Elementary --Permit No.. NC0066397
4. Washington Elementary --Permit No. NC0066451
5. Fallston Elementary --Permit No. NC0066419
2. The above wastewater treatment facilities are meeting the
present effluent limitations established by the North
Carolina Division of Environmental Management (DEM).
3. Within 12 months of the issuance of each permit, an
engineering study evaluating alternatives to surface
discharge is required with the exception of Burns High. If
no feasible alternatives are found, effluent limits will
become increasingly stringent.
4. Some form of the septic tank/sand filter (or nitrification
field) system presently in use at three of the schools is
considered to be the best practicable technology for
treating wastewater flows generated by a day (not boarding)
school.
5. The small activated sludge plant presently in use is not the
best method of treatment available for the amount of flow
generated by a school.
6. The best answer to the problem of meeting the effluent
limits at.the school discharge points is, to eliminate the
discharge. This is acccomplished by subsurface disposal
(soil dependent), or transferring the wastewater to
another wastewater treatment plant (a function of dollars
vs. distance).
7. An alternative solution to the problem of meeting the
effluent limits at the discharge point is to relocate the
discharge point to a larger stream.
8. The tablet chlorinators used by the school system are
currently working effectively. They can however become a"
daily" maintenance item, difficult to control for accurate
dosage and are subject to failure. If problems develop in
the future, or if DEM imposes chlorine residual limits the
schools may have trouble meeting, ultra —violet and ozone
disinfection are alternative methods of treatment.
9. Observations by the engineer at the treatment facilities
visited indicate good maintenance practices by the school
maintenance staff.

RECOMMENDATIONS
It is recommended that the Cleveland County Board of Education
take the following actions to prevent having severe effluent
limitations imposed on the discharges at each of the schools:
REVISIONS
1. Burns High
a) Relocate the discharge
b) Monitor the performance and maintenance costs of
the existing package plant
2. Lattimore Elementary
a) Retain discharge permit
3. Casar Elementary
a) Relocate the discharge
4. Washington Elementary
a) Construct a conventional nitrification field
5. Fallston Elementary
a) Relocate the discharge
REPORT
1. Approve the report and forward a copy to the Division
of Environmental Management (DEM).
2. Forward a copy of any Special Order of Consent
schedules to Frank C. Cockinos & Associates for review
of lapsed times between tasks for each school.
3. Authorize the firm of Frank C. Cockinos & Associates
to proceed with design of the facilities on a
schedule to be established by DEM.
4. Proceed with construction of the modifications as
described in this report upon approval of plans and
specifications by the appropriate regulatory agencies.

PERMIT REQUIREMENTS
1. Burns High
a) June 17, 1991 - Date of issue
b) December 31, 1993 - Expiration of permit
2. Lattimore Elementary
a) June 17, 1991 - Date of issue
b) June 17, 1992 - Submit engineering report
c) December 31, 1993 - Expiration of permit
3. Casar Elementary
a) June 17, 1991 - Date of issue
b) June 17, 1992 - Submit engineering report
c) December 31, 1993 - Expiration of permit
4. Washington Elementary
a)
June 26,
1991
- Date of issue
b)
June 26,
1992
- Submit engineering report
c)
December
31,
1993 - Expiration of permit
5. Fallston
Elementary
a)
July 19,
1991.
- Date of issue
b)
July 19,
1992
- Submit engineering report
c)
December
31,
1993 - Expiration of permit

DEFINITIONS
Ammonia -A chemical combination of hydrogen (H) and nitrogen (N)
occuring extensively in nature. The combination used in water
and wastewater engineering is expressed as NH3.
BOD-(1) Abbreviation for biochemical oxygen demand. The quantity
of oxygen used in the biochemical oxidation of organic matter in
a specified time, at a specified temperature, and under specific
conditions. (2) A standard test used in assessing wastewater
strength.
DO -Abbreviation for dissolved oxygen. The oxygen dissolved in
water, wastewater, or other liquid, usually expressed in
milligrams per liter, parts per million, or percent of
saturation.
FC-Abbreviation for fecal coliform. A group of bacteria
predominantly inhabiting the intestines of man or animal, but
also occasionally found elsewhere.' It includes all aerobic and
facultative anaerobic, Gram-negative, non-sporeforming bacilli
that ferment lactose with production of gas. Also included are
all bacteria that produce a dark, purplish -green colony with
metallic sheen by the membrane -filter technique used for coliform
indentification. The two groups are not always identical, but
they are generally of equal sanitary significance.
pH -The reciprical of the logarithim of the hydrogen -ion
concentration. The concentration is the weight of hydrogen ions,
in grams, per liter of solution.
TSS-(I) Abbreviation for total suspended solids. Solids that
either float on the surface of, or are in suspension in, water,
wastewater, or other liquids, and which are largely removable by
laboratory filtering. (2) The quantity of material removed from
wastewater in a laboratory test.'
CT -A test for Chronic Toxicity defined by the effluent
concentration causing no observable inhibition of reproduction or
significant mortality.

CLEVELAND COUNTY SCHOOLS REPORT
SECTION 1. GENERAL
1.01 AUTHORIZATION
This study and report has been undertaken pursuant to
instructions received from Mr. Larry McIntyre, Director of Plant
Operations, Cleveland County Board of Education, on December 2,
1991.
1.02 SCOPE
This study involves the following five schools:
1. Burns High
2. Lattimore Elementary
3. Casar Elementary
4. Washington Elementary
5. Fallston Elementary
These schools are served by individual wastewater treatment
facilities owned and operated by the Cleveland County Board of
Education. Four of the school's permits require an engineering
study evaluating alternatives to surface discharge within 12
months of the issuance of the permits. Burns High does not have
such a requirement listed in the permit. However, it has been
added to the report because of problems associated with the
discharge point. This report is undertaken to comply with the
guidelines set forth in the permits.
In most cases, the schools under consideration have been
able to comply with the effluent limits established by the North
Carolina Division of Environmental Management (DEM). The schools
are located in areas of the county remote from municipal
wastewater collection and treatment facilities. The effluent
limits shown in each individual school's report are the limits
established for the 12 month period from the date of issuance.
Because each school is discharging into a stream classified as
having zero flow, the effluent limits will change unless suitable
alternatives are found, making it increasingly difficult to meet
the requirements of the permits.
1.03 SEPTIC TANK/SAND FILTER BED
The Engineer is of the 'opinion that the septic tank/sand
filter bed method presently in use at three of the schools for
treating the wastewater under consideration (domestic waste) is
one of the best practicable technologies available at this time.
—1—

Conversation with Dr. A. R. Rubin of the North Carolina State
Agricultural Extension Services has confirmed this opinion.
Anaerobic (septic tank) treatment is less susceptible to upset
from intermittent hydraulic and pollutant loading than many of
the other available methods. This is highly important,
considering the variations in daily flow rate as well as the long
periods of "no-load" during weekends, holidays and vacations.
This acceptance of loading fluctuations, combined with the
filtering and aerobic treatment offered in the sand bed, produces
the best of two worlds in domestic waste treatment.
The septic tank/sand filter bed treatment is capable of
reducing wastewater pollutants on the order of: . biochemical
oxygen demand (BOD) at 85 to 92 percent and total suspended
solids (TSS) at 90 to 98 percent. Assuming normal domestic waste
at a BOD and suspended solids of 200 mg/1 each, final effluent
should be in the range of BOD 16 to 30 mg/l and suspended solids
4 to 20 mg/l. This projection of treatment capability of the
existing systems shows these facilities can be expected to
deliver a reasonably good quality effluent meeting secondary
treatment limits. The North Carolina Division of Environmental
Management (DEM) sets limits for specific pollutants allowable in
wastewater effluent. These limits are based on the stream's
capability to assimilate the pollutants without undue
degradation. The septic tank/sand filter system is not capable
of meeting all of these limits all of the time without additional
treatment technologies.
1.04 ACTIVATED SLUDGE
The extended aeration system used is one type of the
activated sludge treatment process. This method of wastewater
treatment depends upon growing and maintaining a bacterial medium
that will decompose the pollutants in the wastewater under
aerobic conditions. This process performs very well when the
waste stream is continuous and consistent in both flow rate and
organic waste strength. The basic problem with this process
serving a school is that the plant receives flow for
approximately eight hours a day, five days a week. The bio-mass
dies off during the weekend because of the lack of organic
material and then is "shocked" with a large flow on Monday. In
order to achieve efficiency of operation, aerobic plants should
have flow equalization based on a five-day fill, seven-day draw
basis. As an example, Burns High delivers an average of about
9,000 gallons of wastewater a day (45,000 gallons per week) even
though "standard" flow rates may give higher values for
permitting. This is slightly more than 4 gallons per minute; an
almost impossibly low flow to work with.
1W.0

The lone activated sludge plant is elder than twenty years,
surpassing the average life expectancy for this type of
equipment. The manufacturer of the plant is no longer in
business. Maintenance of the existing wastewater treatment plant
is going to become more difficult and expensive.
The activated sludge system, as with the septic tank/sand
filter systems, cannot meet all of the effluent limits
consistently.
1,05 TREATMENT ENHANCEMENT
The septic tank/sand filter system can be converted to
provide more complete treatment by placing two sand filters in
series. A further enhanced treatment is to use the recirculating
sand filter. In the recirculating filter,. a portion of the flow
is discharged to the stream, while a portion is pumped back to
the sand filter for a second treatment. This type of treatment
can achieve results of BOD and ammonia as nitrogen (NH3) in the 5
and 2 mg/1 range. Unfortunately, consistency of operation is not
assured in this range.
The activated sludge system can be enhanced by adding
tertiary filters. With flow equalization and filtration, BOD and
NH3 can be brought to the 5 and 2 mg/1 range. Again, consistency
of results can fluctuate.
1.06 DISINFECTION ALTERNATIVES
Each of the school's wastewater is presently chlorinated by
use of a tablet chlorinator located in a chlorine contact
chamber. This method of bacteria removal is economically
appealing but is susceptible to inconsistent chlorine dosages and
requires daily maintenance. The apparatus is somewhat mechanical
in nature in that a cycled process is depended upon for proper
operation. A chlorine tablet is induced into the treated
wastewater. When the first tablet dissolves, another tablet
drops into place for the next application. Some of the problems
associated with this type of unit are:
1. A tablet can become moist, causing it to swell, and
not allowing any further tablets to drop.
2. Periodic high flow rates can create a suction,causing
all of the tablets to be used in one application.
3. The unit can run out of tablets between visits of
maintenance personnel.
Even with daily maintenance, these problems may occur. Because
the schools are not experiencing any of these problems to date,
the Engineer recommends keeping the present systems. If problems
-3-

occur in the future, there are other methods of treatment
available. Two alternative methods of bacteria removal are ultra-
violet and ozone disinfection.
Ultra -violet (UV) disinfection is a process in which the
wastewater is passed through a channel and exposed to ultra-
violet light, killing bacteria and viruses. The schools under
review would require only one module (two lamps) which can handle
flows up to 25,000 gallons per day, far more than the 3,000-
15,000 gallons per day the schools are presently discharging.
Power consumption is approximately 100 watts and the unit
operates on a 12OV/60Hz. At the end of lamp life (approximately
1 year) with a UV transmission quality of 65% and suspended
solids 30 mg/l, the unit is designed to reduce fecal coliform
counts to less than the 200/100 ml effluent limit which is likely
to become the future standard. The cost of replacing the bulbs
is about $100.00 per module. Unlike chemical disinfection, UV
does not require the handling of dangerous substances and adds no
toxic compounds to the effluent. A safety precaution to be aware
of is that no part of the body should be exposed to UV light. UV
light can cause serious damage to unprotected skin and eyes. If
it becomes necessary to work with an open source of UV light,
gloves, protective long clothing and UV face shield should be
worn. Costs of these units are approximately $6,000.
Ozone disinfection is another possible alternative. Ozone
is produced by the reaction of an oxygen -containing feed gas in
an electrical discharge. The feed gas, which may be air, pure
oxygen, or oxygen enriched air, is passed between electrodes
separated by an insulating material. Ozone is a rapid and
effective disinfectant. Test data have demonstrated the
capability of ozone with regard to speed and effectiveness in the
destruction of bacteria, and more recently, of virus. Ozone will
react with oxidizable matter in the wastewater with some
reduction in BOD. Because of the nature of ozone, the residual
is short lived. It is necessary that it be step -fed into the
wastewater to provide the contact period needed to accomplish
disinfection. Effectiveness of ozone as a disinfectant is
relatively independent of pH and temperature values, although a
pH of 6.0 to 7.0 appears to be the most favorable range. Ozone
is a pale blue gas having a distinct pungent odor. In
concentrations usually employed, the odor is detectable but the
color is not visible. It is both toxic and corrosive. Because
of its unstable nature, it must be generated at the point of use.
Consequently, safety aspects of transportation and storage are
eliminated. Costs of these units are approximately $15,000.
Operator training in the safe operation and maintenance of
the disinfection equipment is critical. Any safety devices such
as housing, fences, and locks should be utilized because of the
potential hazards involving students.
we

1.07 EFFLUENT LIMIT COMPLIANCE
The effluent limitations established by the North Carolina
Division of Environmental Management may become more stringent in
the near future. The implications are as follows:
1. Additional limitations may be imposed which the existing
facilities are required to meet.
2. The streams that the schools -are presently discharging
into are classified as zero flow streams. This
classification will cause stricter effluent limits.
Even with treatment enhancement, the school's facilities may not
be able to comply with stricter effluent limits. ' One possible
solution is to discharge into a subsurface disposal field, which
eliminates discharging into a live stream. A Soil Scientist from
the Cleveland County Health Department has reviewed the school
sites. Adverse soil conditions or lack of land area combined
with economic considerations dictate that subsurface disposal is
possible at only Washington Elementary School. The most
practical solution for the other three schools is to relocate the
discharge to a larger stream. By discharging into a larger
stream, the schools may be able to receive secondary effluent
limits and eliminate other parameters.
1.08 MAINTENANCE
The maintenance staff has been performing well with the
existing systems. After the relocations have been completed,
maintenance time -required for each school's treatment facility
should be lessened, allowing more time for other duties the staff
may have to perform. The three types of systems under
consideration are:
Septic tank/sand filter bed
2. Septic tank/conventional nitrification field
3. Activated sludge plant
The septic tank/sand filter bed (or conventional
nitrification field) with the modification of the existing
disinfection system should demand less maintenance time. Septic
tanks should be cleaned annually. With distribution piping, the
sand filter beds should receive an even disbursement of flow
across the beds. Usually when the beds begin to have problems,
the sand needs replacing. Work can be scheduled for the summer
months when school is not in session. The nitrification field
requires mowing and inspecting for settlement.
Q.70

The activated sludge plants will become more of a
maintenance problem in the future. Multiple daily site visits
could be required to achieve the desired results. In the future
the School Board may wish to consider removing the existing plant
and installing a septic tank/sand filter bed as discussed in
sections 1.03 and 1.04 if problems occur.
ff-V

SECTION 2. BURNS HIGH SCHOOL
2.01 EXISTING FACILITIES
Burns High is located on NC Highway 182 East, west of
Fallston (Map A). The present population of 1002 students and 93
staff members is not expected to increase in the next five years
based upon current trends. Wastewater facilities consist of an
activated sludge plant and a chlorine contact chamber with a
tablet chlorinator (Sketch #1). The cafeteria effluent line has
a grease trap. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow
0.0175
mgd
BOD
30.0
mg/1
TSS
30.0
mg/1
FC
200/100
ml
pH
6.0-9.0
CT
P/F @ 99%
2.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The school
maintenance staff has had some problems with the grease trap.
The wastewater generated by the school is expected to be
approximately 15,000 gallons per day. The facility has been
properly maintained to operate within the secondary effluent
limits governed by the permit. However, the stream presently
being utilized for discharge is classified as a zero flow stream.
The facility will most likely not be capable of meeting the new
effluent limits imposed when the permit is renewed. These new
limits are expected to consist of 5 mg/1 BOD and 1 mg/1 NH3.
The local health department has performed soil
investigations at this site and found that there is ample land
available for a subsurface disposal field. The loading rate has
been given at 0.4 gallons/square foot/day for• a conventional
nitrification field. The field would require approximately
12,500 feet of line and a field area of about 111,600 square
feet(2.5 acres). An equal amount of land would need to be
reserved for a repair field. A low pressure system at a loading
rate of 0.2 would require a field size approximating 75,000
square feet(1.7 acres) with an equally sized repair area.
-7-

It is more economically advisable to relocate the discharge
to Maple Creek, located approximately 5000 to 6000 feet from the
school. This location should allow the facility to receive
secondary limits.
2.03 RECOMMENDATIONS
1. Relocate the discharge to Maple Creek.
2. The school maintenance staff should investigate the
problems with the grease trap. If necessary, two
grease tanks in series can be installed outside the
cafeteria. This is an effective method of removing
grease from the effluent.
2.04 COST DATA
Construction Costs
Mobilization
Clearing
Pump Station
3" PVC Force Main
Grease Tanks
Bore
Headwall & Flap Valve
Rock Excavation
Trench Stabilization
Sub -Total
Contingency 10%
$8,000.00
7,000.00
35,000.00
48,000.00
1,000.00
2,400.00
2,000.00
2,500.00
2,000.00
$107,900.00
10,800.00
Administration, Engineering, Legal 21,300.00
Project Cost
$140,000.00
Additional costs involved will include
acquisition, attorney fees, and mapping.
right-of-way

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FRANK C. COCKINOS A ASSOCIATES, INC.
BURNS N16P 5CNDDL CONSULTING ENGINEERS
600 LEXINGTON AVE. , CHARLOTTE , N.C. W03
DATE: JUKE 45 , 1992 MAP A
COW NO. 63D.01
DUNCAN-PARNELL, INC.. CHARLOTTE 487 704-372-7760

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DUNCAN-PARNELL, INC., CHARLOTTE 407 704-072-7700

SECTION 3. LATTIMORE ELEMENTARY SCHOOL
Lattimore Elementary is currently a closed facility with no
classes being held. The building's sole function is storage at
the present time. It is the Engineer's recommendation that the
School Board keep the discharge permit active, even though no
discharge is occurring. In the event the school is reopened at
some later date, some modifications to the existing system would
be required in relation to the zero flow stream classification at
the existing discharge point. If the permit is allowed to lapse,
it may not be possible to obtain a new permit in light of the
increasingly stringent limitations being imposed upon school
discharges across the state. Costs of obtaining a new permit
would probably equal or exceed the existing permit fees now
incurred annually.
—11—

SECTION 4. CASAR ELEMENTARY SCHOOL
4.01 EXISTING FACILITIES
Casar Elementary is located on S.R. 1518, north of Casar
(Map B). The present population of 249 students and 28 staff
members should remain fairly constant during the next five years
based upon current trends. Wastewater facilities consist of a
septic tank, single sand filter bed, and a chlorine contact
chamber with a tablet chlorinator (Sketch #2). The cafeteria
effluent line is served by a grease trap. The existing system
has been well maintained.
Effluent Limitations established by DEM are:
Flow
0.0066
mgd
BOD
30.0
mg/l
TSS
30.0
mg/l
FC
200/100
ml
pH
6.0-9.0
4.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The
wastewater generated by the school is expected to be
approximately 3,000 gallons per day. The facility has been
properly maintained to operate within the secondary effluent
limits governed by the permit. The classification of the stream
being utilized for discharge is a zero flow stream. The facility
wil-1 most likely not be capable of meeting the new effluent
limits imposed when the permit is renewed. These new limits are
expected to consist of 5 mg/l BOD and 1 mg/l NH3. Relocation of
the discharge to Crooked Run creek located approximately 7000
feet from the school should allow the facility to receive
secondary limits. A NH3 limit of 24 mg/l may be imposed.
The local health department has performed soil
investigations at this site and found that land is unavailable
for a subsurface disposal field. Most of the site has had some
type of grading performed on it, and the remainder is small and
scattered. There may be suitable land located across the street.
Investigations should be performed to determine the availability
of the proposed lot and an applicable loading rate. No
information is available at this time.
-12-

4.03 RECOMMENDATIONS
1. Relocate the discharge to Crooked Run Creek.
2. Investigate the possibility of acquiring suitable land
near the school.
4.04 COST DATA
Construction Costs
Mobilization $7,900.00
Clearing 1,000.00
Pump Station 35,000.00
3" PVC Force Main 56,000.00
Headwall & Flap Valve 2,000.00
Rock Excavation 2,500.00
Trench Stabilization 2,000.00
Sub -Total $106,400.00
Contingency 10% 10,700.00
Administration, Engineering, Legal 20,900.00
Project Cost
$138,000.00
Additional costs involved will include
acquisition, attorney fees, and mapping.
right-of-way
01912

�CASAR, N. C..
_..;--N3530—W8130/7.5
1956
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FRANA C. COCKINOS & ASSOCI
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IW AP, ELEMWARY 5ND81,
ISHEL%Y , NOMR GAfiDLIWA
DUNCAN-PARNELL. INC.. CHARLOTTE 487 704-372-776E

SECTION 5 WASHINGTON ELEMENTARY SCHOOL
5.01 EXISTING FACILITIES
Washington Elementary is located on S.R. 1001, south of Waco
(Map C). The present population of 385 students and 47 staff
members is not expected to increase in the near future.
Wastewater facilities consist of a septic tank, single sand
filter bed, and a chlorine contact chamber with a tablet
chlorinator (Sketch 43). The cafeteria effluent line has a
grease trap. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow
0.0045
mgd
BOD
30.0
mg/l
TSS
30.0
mg/1
FC
200/100
ml
DO
6.0 mg/1
pH 6.0-9.0
5.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The
wastewater generated by the school is expected to be
approximately 4,600 gallons per day. The facility has been
properly maintained to operate within the secondary effluent
limits governed by the permit. However, the stream presently
being utilized for discharge is classified as a zero flow stream.
The facility will most likely not be capable of meeting the new
effluent limits imposed when the permit is renewed. These new
limits are expected to consist of 5 mg/l BOD and 1 mg/1 NH3.
The local health department has performed soil
investigations at this site and found that there is in excess of
two acres of suitable soil available for a subsurface disposal
field. For a conventional nitrification field, the loading rate
has been given as 0.4 gallons/square foot/day. The field would
require approximately 3,850 feet of line and 33,750 square
feet(0.8 acres) of area. An equal amount of land would need to
be reserved for a repair field. Given that the small student
population of the school generates a low flow a nitrification
field is economically feasible as an alternative to surface
discharge.
-16-

5.03 RECOMMENDATIONS
1. Construct a conventional nitrification field.
5.04 COST DATA
Construction Costs
Mobilization $6,300.00
Pump Station 30,000.00
Distribution Boxes 8,000.00
2" Force Main 5.,000.00
4" PVC Laterals 35_nnn_nn
Sub -Total $84,300.00
Contingency 10% 8,400.00
Administration, Engineering, Legal 16,700.00
Project Cost $109,400.00
Additional costs involved will include
acquisition, attorney fees, and mapping.
right-of-way
-17-

S.
904
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2001
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1973
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FRANK C. COCKINOS S ASSOCIATES.INC.
WASNING70N F-LeMENIAM 5C.MODL CONSULTING ENGINEERS -
600 LEXINGTON AVE., CHARLOTTE, N.C.. 28203
DATE: JUNE I`. , 199E MAP C
COMM. NO. 63D. DI
DUNCAN-VARNELL• INC.. CHARLOTTE 487 704-372-7 e4
(7, —

EXIh71NG
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CNLDNNAIDN
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DUNCAN-PARNELL. INC.. CHARLOTTE 437 704-372-7760
IC _-

SECTION 6. FALLSTON ELEMENTARY SCHOOL
6.01 EXISTING FACILITIES
Fallston Elementary is located on NC Highway 18 South, south
of Fallston (Map D). The present population of 529 students and
63 staff members is expected to increase by 75 students by the
fall of 1993. Wastewater facilities consist of a septic tank,
single sand filter bed, and a chlorine contact chamber with a
tablet chlorinator (Sketch #4). A grease trap serves the
cafeteria. The existing system has been well maintained.
Effluent Limitations established by DEM are:
Flow
0.0080
mgd
BOD
30.0
mg/l
TSS
30.0
mg/1
FC
200/100
ml
M
6.0 mg/1
pH 6.0-9.0
6.02 DATA REVIEW
Samples analyzed from November 1990 through October 1991
indicate the facility has been operating effectively. The
wastewater generated by the school is expected to be
approximately 7,250 gallons per day with the proposed increase in
student population. The facility has been properly maintained to
operate within the secondary effluent limits governed by the
permit., however, the stream presently being utilized for
discharge is classified as a zero flow stream. The facility will
most likely not be capable of meeting the new effluent limits
imposed when the permit is renewed. These new limits are
expected to consist of 5 mg/l BOD and 1 mg/l NH3.
The local health department has performed soil
investigations at this site and found that there is in excess of
two acres of suitable soil available for a subsurface disposal
field. For a conventional nitrification field, the loading rate
has been given as 0.4 gallons/square foot/day. The field would
require approximately 6,050 feet of line and 54,000 square
feet(1.2 acres) of area. An equal amount of land would need to
be reserved for a repair field. A low pressure system would
require a field size approximately 36,000 square feet(0.8 acres)
with an equally sized repair area.
-20-

Economic considerations and maintenance difficulties
indicate the school would be best served by relocating the
discharge approximately 7500 feet to an unnamed tributary of
Buffalo Creek.
6.03 RECOMMENDATIONS
1. Relocate the discharge.
6.04 COST DATA
Construction Costs
Mobilization $9,000.00
Clearing 5,000.00
Pump Station 35,000.00
3" PVC Force Main 60,000.00
Bores 5,000.00
Headwall & Flap Valve 2,000.00
Rock Excavation 2,500.00
Trench Stabilization 2,000.00
Sub -Total $120,500.00
1
Contingency 10% 12,000.00
Administration, Engineering, Legal 23,850.00
Project Cost $156,350.00
Additional costs i'fvolved will
acquisition, attorney fees, and mapping.
include right-of-way
-21

t low
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1% RRYVI LE, N. C.
CHERRYVI
..Fallston
NW/4 LINCOLNTON 15' QUADRANGLE
N3522.5—W8122.5/7.5 0
1973
157 AMS 4754 IV NW —SERIES V842
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0
FRANK C. COCKINOS IB ASSOCIATES. INC.
rAWYTDN r—LE M F- N -TA RY SCIAML, CONSULTING ENGINEERS
600 LEXINGTON AVE., CHARLOTTE, N.C. 28203
DATE: LTUNE 15, 199Z
MAP
COMM. NO. (230-DI 1)
DUNCAN-PARML. INC.. CHARLOTTE 467 704-872-7766
—79 —

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DUNCAN-PARNELL. INC.. CHARLOTTE 467 704-372-7706

SECTION 7. CONCLUSIONS
7.01 EXISTING FACILITIES
The existing septic tank/sand filter bed system presently in
use at three of the schools studied are among the best types of
treatment facilities for the particular waste being treated.
This is because of the resistance to and recovery from shock
loadings of both pollutants and volume. Burns High is the only
school currently using activated sludge treatment. Even though
this type of treatment is acceptable and currently used in many
applications, it is not recommended for the type of flow
generated by schools.
7.02 MODIFIED FACILITIES
The School Board may wish to consider replacing the existing
tablet chlorinators with ultra -violet disinfection units in the
future. Eventually chlorine residual limitations may be added to
the permit requirements, this is one option available for
removing chlorine altogether. These units can pose a hazard to
students and should be well secured.
It is strongly suggested the activated sludge plant be
replaced with a septic tank/sand filter system in the future.
Not only is this one of the best methods of treatment available,
it will also add conformity to the operation of each school's
facility which should ease day to day maintenance operations.
The streams being
classified as zero flow
the wastewater discharge
be extremely difficult to
will be imposed.
7.03 COST DATA
utilized for effluent discharge are
by DEM and, it is necessary to relocate
point at two of the. schools. It would
meet the new effluent limitations that
The project costs listed for each school are estimates using
current prices and are intended to be budgetary figures. It is
not possible to predict economic trends and it is hoped that the
estimates presented will be reasonably close to, or above, the
contract prices at the time of construction. Price escalation
should be factored into the long term projects.
-24-

TOTAL PROBABLE COSTS
Burns High
Lattimore Elementary
Casar Elementary
Washington Elementary
Fallston Elementary
$ 140,000.00
0.00
138,000.OQ
109,40000
156,350.00
$ 543,750.00
-25-