NC0020192_Regional Office Historical File Pre 2018

•
•
ktrt-evi I Avt
n _ * **`.
GASreNIA ay
MIFF'
p
ova .
CC' tiny
eitp of at a tonta
P.O.BOX 1748
0a5tonia, Borth (Carolina 28053-1748 ---
gS
WASTEWATER TREATMENT DIVISION `7777
December 13, 2002 LEC 1
•
Ms. Coleen Sullins . :
NCDENR DEC 3 0 2002
1617 Mail Service Center
Raleigh, NC 27699-1617 -
Subject: Wastewater Treatment Division
Environmental Management System
Dear Ms. Sullins:
The City of Gastonia is pleased to inform you that the Wastewater Treatment Division- has an
Environmental Management System (EMS) which is certified to the ISO 14001 standard. As
part of our EMS, we are required to inform you of the EMS's existence and also provide you
with a copy of our environmental policy. You may have received a copy of the policy upon
beginning work with Gastonia. If so, please disregard the previous policy that you received and
replace it with the attached revised version. The attached policy revision was approved by City
Council on November 19.
We would request that a copy of this policy be forwarded to all of your employees who might
visit or work at any of our facilities. Anyone performing work or visiting any of our facilities
should check in at the facility's main office upon arrival. We would also ask that, prior to
conducting any work or service, your employees check with plant personnel concerning any
EMS procedures or requirements that their work may involve. We appreciate your cooperation
in this matter and are appreciative of your respective services or products utilized by our
department. If you have any questions regarding our Environmental Management System,
please feel free to contact me at [phone].
Sincerely,
CITY OF GASTONIA go ,pFE�
L RE'SOo��
EQANG QLT REGIONALoffica
eth Eckert
EMS Coordinator JAN 0 6 2003
Enclosure
A A QUALITY SECS ANSI•RAB
ISO 14001 Ce rrie [Ms
Pure andCt an for our fields and Streams

CITY OF GASTONIA
PUBLIC WORKS AND UTILITIES DEPARTMENT
ENVIRONMENTAL POLICY
The City of Gastonia Public Works and Utilities Department is firmly committed to the implementation of a
management system which will minimize negative and advance positive impacts on the environment and which
. will control the water and sewer costs to be borne by the consumer.Believing these goals to be fully achievable,
the Department has and/or will:
• Establish procedures to promote con ii;uing.im oveme t 0 complia cewyith all applicable environmental
laws and regulations. 0 �;_ w ham✓.- °r
• A_
Establish procedures to en pa ce the envirO omen a li rmmi'-ting to usta"`na;le, environmentally acceptable
management practices and o!erarions � ,--' '�`
` pu +-•t • `• Establis r c dces o contmug4fforts o strengthennd i i5 ye o ,ed • !f- }r6 me ntal issues
within hef)e im"at • s `? - t � .. r '� § f4
„�w�f .:
q... �.w. .tea- �> .,�dwor-
• Seekoptima oera n o #h wate ,.a d tewat.c. -deiif e colle 't on disti;i utions a drtrea.tment
ems.t minuz ing viq'tr enrmental i mpacts ndr actice;�pol tromp a entio a ec '%a`Ifyf and
ego soniita y4e si e,a .p if not re uired b ,a or regulJtion , s >, i
1 1 �- [.- 1' $ _^„ .tiek r•a Y-3.. 7 .3 �y.,- � jt_.L��e . 1 1 j !
• Esta lishj ma ual hick pro fides tli ra'�rieR,r o develop en an erIodc�r vie Ile management
syste o ec fi es�d*targe s,i and`-e ving rrtent I c pii ce43 iry I w an a i 'ns A. as well as with
the regtiirem is�o a ly$,o hgr pro r mnoiwyhie"li; e i , ' u-Irc for_ics an lice "Department
subscribe _ _ t���: :
• Commit•t th�Natro a losolids P nerhi� Code of�Go`odaPractice and thi- Pub c or nd Utilities
Departure s o�i. '•
bor policy.;r <y ���
* -, ,
Iga
• Incorpora th@ incipie• f the Cod `opd practtice durrng licy and ro ur deIdment, where
applicable, o roduce,`mproved produc :qua itv and�to•furth�e 'de elop commuiii relatio s.
• Promote e o era o and t understandin 4 �i h the ustomers and'.(• vet-- mental agencies
4 1 J.,..)... •-i gpubS g ge cres by
developing and reviewrngaeconomically=Feasible: and environmentally sound o' ech s a dtargets.
►If ►.i T. ••
• Continue to pr mptlyr po 11 none. n ance,'issues•in'acc ance with a cable governmental reporting
requirements,evvluat ,c,�uJ es.of nonco .plia and mph , enI c`rrectiv -idles
^Y •► �3
• Establish proced es-t sure tha _l,�-p oy e.. ail kno ge bble of nderSt nd and comply with, all
t aws g a � M e�A "{ p e' f adhering to such
applicable envir�ogmental laws mid re ul�fr' °nmental im or�anc�,o
procedures. N` \ Il
• Promptly correct any pr c kf tic9or onditio not in com lance i h thi olic"
The City's Public Works and Utilities staff is unde •a;contin rng o igation o evaluate,refine,and improve all
aspects of this Policy. All employees are-exp'0ecctted t co ply it�spiri'I-as well as the letter of this policy.
Each employee in the Public Works and Utilities i!partmunThas been trained on and provided a copy of this
Policy.
The Department's Environmental Policy will be made available to the public in hard copy form upon request
and is available on the City's website at www.cityofgastonia.com.
. 'rived by City Counci November 19,2002
•
0
Je 1 fer T.S/ Itz,Mayor
1

4101
Ws NC%,E �'�FI'E'A ��\
.440\ w_, AND NATURAL RES LR�CEs
* *a `>> MOORESVILLF Q '`ON'AL°FFIC8
nsroxin ,_..;.
•
City of i a tornta oic 3 , 2001
P.O.BOX 1748
dJ i torsi , north Carolina 280 8,� A �,.,- P '
WASTEWATER TREATMENT DIVISION
December 13, 2002 DEC 1 •
WAS = ' ('r
Ms. Coleen Sullins E` �!
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Wastewater Treatment Division
Environmental Management System
Dear Ms. Sullins:
The City of Gastonia is pleased to inform you that the Wastewater Treatment Division has an
Environmental Management System (EMS) which is certified to the 14301 standard. As
part of our EMS, we are required to inform you of the EMS's existence and also provide you
with a copy of our environmental policy. You may have received a copy of the policy upon
beginning work with Gastonia. If so, please disregard the previous policy that you received and
replace it with the attached revised version. The attached policy revision was approved by City
Council on November 19.
We would request that a copy of this policy be forwarded to all of your employees who might
visit or work at any of our facilities. Anyone performing work or visiting any of our facilities
should check in at the facility's main office upon arrival. We would also ask that, prior to
conducting any work or service, your employees check with plant personnel concerning any
EMS procedures or requirements that their work may involve. We appreciate your cooperation
ir; i.his !loiter and are appreciative of your respective services or products utilized by our
department. If you have any questions regarding our Environmental Management System,
please feel free to contact me at [phone].
Sincerely,
CITY OF GASTONIA
Olajkj—
eth Eckert
EMS Coordinator
Enclosure
ANSI•RAB
A A ISO 14001 Certified EMS *
Amwfcai ouwb A.00000es Pure and Clean for our_TieCds and Streams

1;77
CITY OF GASTONIA
PUBLIC WORKS AND UTILITIES DEPARTMENT
ENVIRONMENTAL POLICY
The City of Gastonia Public Works and Utilities Department is firmly committed to the implementation of a
management system which will minimize negative and advance positive impacts on the environment and which
will control the water and sewer costs to be borne by the consumer. Believing these goals to be fully achievable,
the Department has and/or will:
• Establish procedures to prop s•' e e inu►ng ime a emel, o ow• : • ° all applicable environmental
laws and regulations. � �: , ),_
• Establish procedures to eitia ce env ` e • "„_i" m ng test dale, environmentally acceptable
management practices duo era : s
p o ,ll con r o is to streh then and i o e! e d 4 ow e e ,e ,'ro ental issues
• Establish �' n e�
� 4�rr
within De a lt�
4, _ `s t _ e(treatment
• Se opts a 'operatio`n of ,-lies water and w tewa r deliver , ollection, d�stri u on ,
em's td minimize environmental° impacts and_,practice pollytion tpreventio : , ec calty` and
0 o'mnica fe si le,even if not required by law or regulation r ,
"ishi Ir In P t` �r � p p e m agement
• •
Es ae m ual which rov�des the framework for eyelo me t and eriodic revie �qf tsy �oblectiVes and targets,,find:e vironmentalt0-n i c° w ai. l t ltws and regulations, as'well as with
If
the req rem nts of any o`l roar mr, o whiehh e r ' Works and I. ihtie `Department
subscri n . , 4c s'; . n, ,
• Commi ' e the„, anonal B osolids PO'rinershis, Code of Good Pr'ctice and.the Public adr and Utilities
Departure• 'sGoodNei&hbor policy
i'e. 4 .;
• Incorpor the principles`of the Co, ,. Nt e pra during policy and procedure deve'l iment, where
applicable, i pp "roduce improved pro eei c qu 7 o and o ether. glop commur�ity're tionshl'ps.
` ' i.�, '
ail
• Promote c o,e , understanding wig the pu" ic, customers, and �g v taI' agencies by
developing a ' ktw f`onomically feasible and environmentally sound retti\,,,„_ a . targets.
I
• Continue to pr mptl re" o ll noncompliant issuesn'' cc rdanc1e with p c ble go verpmental reporting
requirements,by luat es` on pli ,,and pAe`'!•n�`t e re f c t•,w.� s
• Establish proced t sure tt playee's a ,g•`:b1e ,rundera d comply with, all
applicable enviiw m a laws a u1. i ° d v";§ a ntal impornte of adhering to such
procedures. : T 1- T
• Promptly correct any prat is or nditio I not in cour fiance . e th' oli .
The City's Public Works and Utih ies staff is •; ii ntm ling obligation t evaluate,refine,and improve all
aspects of this Policy. All employees are-expe wed i.*cbmpl `1ith tI.spirit as ell as the letter of this policy.
Each employee in the Public Works and Utilities De`partnteuit'i as been trained on and provided a copy of this
Policy.
The Department's Environmental Policy will be made available to the public in hard copy form upon request
and is available on the City's website at www.cityofgastonia.com.
'rived e ved by City Counci November 19,2002
•
111,
' • 4, .,_
Je'1 fer T. Si ltz,Mayor

'T.Of ENVIRONMI I `'� (�l
;WV
`t: .A-MAL RESOURrE$ f� "'.�olevav{,
MOGra t..t_E REGION:, .. (.l
GA519MIA a 1
DEC 3 1 2002
cc: PRIc Girneo
CO of ilia5tonta
V41ATER t�f�AU�`��:�;, P.O.BOx,�as
tonia, A ortb Carolina 28053-1748
i I !�\
WASTEWATER TREATMENT DIVISION
December 13, 2002 bit., I
Ms. Coleen Sullins .,„
NCDENR DEC 3 0 2002
1617 Mail Service Center •
Raleigh, NC 27699-1617 _
Subject: Wastewater Treatment Division
Environmental Management System
Dear Ms. Sullins:
The City of Gastonia is pleased to inform you that the Wastewater Treatment Division has an
Environmental Management System (EMS) which is certified to the ISO 14001 standard. As
part of our EMS, we are required to inform you of the EMS's existence and also provide you
with a copy of our environmental policy. You may have received a copy of the policy upon
beginning work with Gastonia. If so, please disregard the previous policy that you received and
replace it with the attached revised version. The attached policy revision was approved by City
Council on November 19.
We would request that a copy of this policy be forwarded to all of your employees who might
visit or work at any of our facilities. Anyone performing work or visiting any of our facilities
should check in at the facility's main office upon arrival. We would also ask that, prior to
conducting any work or service, your employees check with plant personnel concerning any
EMS procedures or requirements that their work may involve. We appreciate your cooperation
in this matter and are appreciative of your respective services or products utilized by our
department. If you have any questions regarding our Environmental Management System,
please feel free to contact me at [phone].
Sincerely,
CITY OF GASTONIA
ojsie—
eth Eckert
EMS Coordinator
Enclosure
ANSI•BAB
A A ISO 14001 Certified EMS *
Pure amIC(ean for our fields and Streams

n V
Guy OfGASTON%A i�0 r121,
ENC//NEER%Nq DAIS/ONNir
July 6, 2000
Ms. Carolyn McCaskill, Environmental Supervisor 6,.,' -
Division of Environmental Management
Water Quality Section, Permits and Engineering Branch ,UL 2 -
P. O. Box 29535 �;'w''
Raleigh,NC 27626-0535 ��� ' . Pe ;r:\t 2.
SUBJECT: CITY OF GASTONIA
LOCAL SEWER APPROVALS FOR JANUARY 2000 THRU JUNE 2000
Dear Ms. McCaskill:
Please find enclosed the reports for the City of Gastonia's Local Sewer Approvals Program for
the period mentioned above. Also enclosed are copies of the approval packages and plans for
each permitted project, as shown below:
Catawba Creek WWTP Crowders Creek WWTP
1299236-S 0200238-S 0400247-S
0100237-S 0200239-S 0400248-S
0100241-S 0300244-S 0500250-S
0300243-S 0400246-S 0600251-S
0300245-S
Long Creek WWTP
0500249-S 0100240-S
0100242-S
The report also shows the current status of all permitted projects and engineer's certification of
projects completed during this period.
If you have any questions or need additional information,please call me at(704) 866-6021.
Sincerely,
Da, &L-
David F. Dickson
Civil Engineer II
Enclosures
pc: Rex Gleason, Regional Engineer
PO Box 1748 • Gastonia •North Carolina • 28053-1748
[phone] •Fax[phone]

C/Ty Of GASTON%A L�
ENrj%NEE?%NC/ Di//SION �w)�
July 6, 2000
Ms. Carolyn McCaskill, Environmental Supervisor
Division of Environmental Management
Water Quality Section, Permits and Engineering Branch
P. O. Box 29535
Raleigh,NC 27626-0535
SUBJECT: CITY OF GASTONIA
LOCAL SEWER PERMIT PROGRAM: CERTIFICATIONS
Dear Ms. McCaskill:
In reference to above, enclosed are the following Engineer's Certifications for the listed permits
received during the period January 2000 through June 2000:
Catawba Creek WWTP Crowders Creek WWTP Long Creek WWTP
0192088-S 0796157-S 0299218-S
0897186-S 0799230-S 0499224-S
0799229-S
0998207-S
1198214-S
0799229-S
If you have any questions or need additional information, please call me at(704) 866-6021.
Sincerely,
Danj
David F. Dickson
Civil Engineer II
Enclosures
pc: Rex Gleason, Regional Engineer
PO Box 1748 • Gastonia •North Carolina •28053-1748
[phone] •Fax[phone]

NOTE : Highlighted permits are active, newly issued or just completed for
the period January 2000 through June 2000
CITY OF GASTONIA
SEWER PERMIT APPROVALS REPORT
PERMIT NAME DATE PROJECT TREATMENT DESIGN TYPE OF CURRENT
NUMBER ISSUED DESCRIPTION PLANT FLOW(GPD) WASTE STATUS
0388001-S EARO, INC./ 03-21-88 71 LF 8" SS extension, Catawba Creek 2192 domestic COMPLETE
Paul Stewart Webb& May St.
0388002-S Cardinal Ind./I-85 @ Rankin 03-23-88 Revision to NCDNR Long Creek 0** Domestic COMPLETE
Lake Rd. & Broadcast Permit#15357** - 919
LF8" SS
0488003-S -Wilson Perkins & Bobby Tate - 04-06-88 3337 LF 8" extension, Catawba Creek 17280 domestx. COMPLETE
Wexford on Hudson SD Wexford on Hudson SD
0488004-S Thomas Properties/ 04-18-88 291.85 LF 8" SS Catawba Creek 2400 domestic COMPLETE
John Thomas extension, Huntington
Forest Lane& Stroupe
Rd.
0588005-S CYA Investment Group of 05-13-88 1543 LF 8" SS Catawba Creek 22400 domestic COMPLETE
Gaston Co. Inc./Huntington extension
Forest Phase II, Section I
0688006-S Gaston Bus. Park Assoc.-Gaston 06-14-88 300 LF 8" SS extension Long Creek 7000 domestic COMPLETE
Bus. Park Phase II (revised)
0688007-S City of Gastonia/Westover St. & 06-20-88 732 LF 8" SS extension Catawba Creek 2192 domestic COMPLETE
Union Rd. SS extension
0788008-S J. Watts Roberson Co., Inc. / 07-01-88 853 LF 8" SS extension Catawba Creek 6000 domestic COMPLETE
Whitener Place Condominiums
0788009-S City of Gastonia/Old North 07-19-88 158.8 LF SS extension Long Creek 300 domestic COMPLETE
Modena St. Extension

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN • TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0888010-S City of Gastonia/Lyon St. Sewer 08-30-88 444.97 LF 8" SS Catawba Creek 7625 domestic COMPLETE
Extension extension
0988011-S City of Gastonia/ 09-13-88 19118 LF 8", 2339 LF Catawba Creek 54284 domestic COMPLETE
SS Improvements FY 88-89 10", 11195 LF 12",
3850 LF 16", and 1525
LF 20" gravity sewers; 1
Gorman-Rupp below-
ground pump station
and 10309 LF 14" force
main
0988012-S Autumn Properties/Colony 09-21-88 3208 LF 8" SS Catawba Creek 15900 domestic COMPLETE
Woods SD
1188013-S R& L Construction/Ivy Creek 11-08-88 1623 LF 8" SS Catawba Creek 10400 domestic COMPLETE
SD extension
1288014-S Triangle Real Estate of Gastonia, 12-16-88 657.75 LF 8" SS Catawba Creek 24900 domestic COMPLETE
Inc. -Ashbrook Village Apts. extension
west of Pineview Ln.
1288015-S Winston Dev. Co. / Creekside SD 12-29-88 1575 LF 8" SS Catawba Creek 12800 domestic COMPLETE
extension
0389016-S CYA Investment Group of 03-15-89 5145 LF 8" gravity Catawba Creek 24400 domestic COMPLETE
Gaston Co., Inc. /Huntington sewers, 1 Gorman-Rupp
Forest SD, Ph. II, Sec. 2 pump station and 690
LF 4" force main
0389017-S City of Gastonia/Hollandale Dr. 03-30-89 992 LF 8" SS extension Long Creek 5700 domestic COMPLETE
0389018-S City of Gastonia/Rivermont Dr. 03-30-89 700 LF 8" SS extension Catawba Creek 3300 domestic COMPLETE
(between Valleywood Dr. &
Ashley Ct.)
2

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0389019-S Franklin Sq. Limited Partnership/ 03-31-89 4611 LF 8" SS Catawba Creek 85000 domestic COMPLETE
Franklin Sq. Shopping Ctr. extension
0489020-S Thomas Properties/Hudson 04-04-89 204 LF 8" SS extension Catawba Creek 2500 domestic COMPLETE
Crossing, Robinwood Rd.
0489021-S Remount Assoc. Ltd. Partnership 04-25-89 587 LF 8" SS extension Catawba Creek 30000 domestic COMPLETE
/Gastonia Hotel Ltd. Partnership,
Northridge/Hampton Inn
0589022-S City of Gastonia/Catawba Creek 05-08-89 2736.27 LF 12" and Catawba Creek 0 domestic COMPLETE
OF Ext. to serve Huntington 425.16 LF 8" SS with
Forest SD 12 manholes
0589023-S Robert E. Sumner, III The 05-11-89 2826.25 LF 8" SS Catawba Creek 15600 domestic COMPLETE
Cloister SD extension
0689024-S City of Gastonia/Brentwood 06-15-89 349.19 LF 8" SS Catawba Creek 1100 domestic COMPLETE
Outfall extension
0689025-S Triangle Real Estate of Gastonia/ 06-19-89 360 LF 8" SS extension Catawba Creek 7200 domestic COMPLETE
Ashbrook Village Apts. Ph. III
0689026-S J. Watts Roberson Co. /Fairfield 06-28-89 1987 LF 8" SS Catawba Creek 9000 domestic COMPLETE
at the Club extension
0789027-S Edwina Anthony/Anthony Dr. 07-13-89 133.39 LF 8" SS Catawba Creek 300 domestic COMPLETE
SS extension extension
0889028-S City of Gastonia/ W. 6th Ave. 08-03-89 245.56 LF 8" SS Catawba Creek 1800 domestic COMPLETE
extension
0889029-S City of Gastonia/Chateau 08-22-89 3083.47 LF 8" SS Catawba Creek 3900 domestic COMPLETE
Village Outfall extension
0889030-S City of Gastonia/Lake & 08-22-89 1222.72 LF 8" SS Long Creek 5400 domestic COMPLETE
Bradley Streets extension
0989031-S Roberson Homes, Inc./Carlton 09-15-89 505 LF 8" SS extension Catawba Creek 5040 domestic COMPLETE
Commons
3

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
1089032-S City of Gastonia/Club Colony 10-04-89 769 LF 8" SS extension Catawba Creek 3600 domestic COMPLETE
Dr. East
1089033-S Custom Design Homes, Inc. / 10-10-89 487 LF 8" SS extension Catawba Creek 10750 domestic COMPLETE
Lakeview St. Apts.
1089034-S Meridia, Inc. /Walker's Ridge 10-26-89 35 LF 8" SS public Catawba Creek 35520 domestic COMPLETE
Apts. system; 1125 LF 8" SS
with 940 LF 4" force
main and 100 GPM
pump station private
system _
1289035-S Triangle Real Estate of Gastonia/ 12-04-89 615 LF 8" SS extension Catawba Creek 27500 domestic COMPLETE
Ashbrook Village Ph. 5
1289036-S New Covenant Fellowship 12-12-89 53 LF 8" SS extension Catawba Creek 600 domestic COMPLETE
Church/Efird St.
1289037-S City of Gastonia/Lincoln Lane 12-28-89 18.23 LF 8" SS Catawba Creek 600 domestic COMPLETE
extension
1289038-S City of Gastonia/Club Colony 12-28-89 838 LF 8" SS extension Catawba Creek 3900 domestic COMPLETE
Dr. West
1289039-S Larry W. Parks/Lanham 12-29-89 757 LF 8" SS extension Catawba Creek 300 domestic COMPLETE
Outparcel Lot#1
0190040-S Robinwood Associates/ 01-02-90 6130 LF 8" SS Catawba Creek 30400 domestic COMPLETE
Glenmoor SD extension
0190041-S Gaston Memorial Hospital/ 01-17-90 610 LF 8" SS extension Catawba Creek 500 domestic COMPLETE
Imaging Ctr.
0190042-S CYA Investment Group of 01-22-90 4130 LF 8" SS Catawba Creek 27200 domestic COMPLETE
Gaston County, Inc. /Huntington extension
Forest Ph. II, Sec. 3
MOVLS Hudson Union``Propertres Group/ 02-09-90 'fti 8"LP-8"°SS Catawba Creek 3-61100 domestic 1n 'e
Hudson Blvd Union Rd. e en n
�_n
4

' PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0290044-S D. Michael Walsh/Boyd St. 03-06-90 415 LF 8" SS, 470 LF Catawba Creek 5000 domestic COMPLETE
Apts. 4" PVC force main and
one 150 GPM duplex
pump station private SS
system
0290045-S Triangle Real Estate of Gastonia/ 02-27-90 102 LF 8" SS extension Catawba Creek 300 domestic COMPLETE
Su-San Farms Rd.
0490046-S Commercial Venture Assoc./Club 04-02-90 275.9 LF 8" SS Catawba Creek 2400 domestic COMPLETE
Commons
0490047-S Aiken Sanders Dev. Corp./Lake 04-05-90 4490.6 LF 8" SS with 1 Catawba Creek 13600 domestic COMPLETE
Forest Gorman-Rupp 300
GPM duplex pump
station and 870 LF 6"
PVC FM
—
0490048-S R& L Construction/Beacon 04-11-90 2161.96 LF 8" SS Catawba Creek 6300 domesti.. COMPLETE
Hills
0490049-S City of Gastonia/Fire Station#7 04-12-90 453 LF 8" SS Catawba Creek 500 domestic COMPLETE
Outfall
0490050-S Joe Stewart/Davis Crossing Ph. 04-13-90 365 LF 8" SS Catawba Creek 10800 domestic COMPLETE
II
0590051-S City of Gastonia/Pineridge Lane 05-09-90 1035.53 LF 8" SS Catawba Creek 4200 domestic COMPLETE
Outfall
0590052-S Triangle Real Estate of Gastonia/ 05-14-90 972.09 LF 8" SS Catawba Creek 21840 domestic COMPLETE
Hudson Woods Ph. I
0590053-S Crescent Enterprises Ltd., / 05-14-90 1768 LF 8" SS Catawba Creek 7080 domestic COMPLETE
Northampton Ph. III
0590054-S Triangle Real Estate of Gastonia/ 05-22-90 2107.99 LF 8" SS Catawba Creek 11100 domestic COMPLETE
Riverwood Plantation Ph. II, Sec.
I
5

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0590055-S Ken Kiser Development Corp. / 06-07-90 125 LF 8" SS Catawba Creek 3840 domestic Inac"troe
Magnolia Place
0690056-S First Assembly of God 06-29-90 300 LF 8" SS line Catawba Creek 5000 domestic COMPLETE
0690057-S Triangle Real Estate of Gastonia/ 06-29-90 211 LF 8" SS line Catawba Creek 900 domestic Waiting on As-
Camden SD, Phase II Builts
0690058-S Roger Blake Wilson/ Seminole 06-29-90 80 LF 8" SS extension Catawba Creek 250 domestic COMPLETE
St. Ext.
0690059-S Triangle Real Estate of Gastonia/ 06-29-90 859 LF 8" SS extension Catawba Creek 6000 ' domestic COMPLETE
Governors Square Phase III
0790060-S City of Gastonia SS 07-03-90 12192 LF 8" SS Catawba Creek 44700 domestic COMPLETE
Improvements June '90
08` 1fi061-S Gaston County SS to serve 08-13-90 2222:86"LF'"8" SS Long'`Creek 17715 domestic ai i%g`on S'
county park-Dallas agmt.
Execution
0890062-S Myrtle Woods, Ltd., Myrtle 08-16-90 2698 LF 8" SS Catawba Creek 12750 domestic COMPLETE
Woods Section 2 & 3
0990063-S Riverwood Dev. Corp. 09-04-90 1135 LF 8" SS Catawba Creek 11954 domestic COMPLETE
Riverwood Plantation
Commercial Ph. III
0990064-S Triangle Real Estate of Gastonia 09-17-90 557.12 LF 8" SS Catawba Creek 11440 domestic COMPLETE
incl. Hudson Woods Ph. II
0990065-S Triangle Real Estate of Gastonia/ 09-26-90 2779.97 LF 8" SS and Catawba Creek 12500 domestic Complete
Riverwood Plantation Phase II, 1700 LF 4" Force Main
Section 3 and one 200 GPM
Gorman-Rupp pump
station
- 0990066-S City of Gastonia Robinwood Rd., 09-26-90 2089 LF 8" SS Catawba Creek 5100 Domestic Complete
Stonegate &Raintree SS
Improvements
6

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
1090067-S City of Gastonia 10-16-90 416 LF 8" SS Long Creek 920 domestic COMPLETE
Northwest Blvd. Ext.
1090068-S City of Gastonia SS 10-31-90 6298 LF 8" SS Catawba Creek 21900 domestic COMPLETE
Improvements Sept. 1990
1190069-S Freightliner Corp. /Fairview 11-13-90 69.6 LF 8" SS Long Creek 30000 domestic COMPLETE
Road Ext. Installed Tap in
lieu of SS Ext.
1190070-S Shreeganesh, Inc., US 321 Motel 11-13-90 740 LF 8" SS Long Creek 4335 domestic COMPLETE
1190071-S Denton Construction/Lot 16B 11-29-90 102.21 LF 8" SS Catawba Creek 300 domestic COMPLETE
Hearthstone
0391072-S Triangle Real Estate/Hudson 03-22-91 390 LF 8" SS Catawba Creek 10400 domestic COMPLETE
Woods Ph. III
0391073-S Autumn Properties/Colony 03-29-91 3236.7 LF 8" SS Catawba Creek 15892 domestic COMPLETE
Woods Ph. II
0491074-S James T. King/Kings Way 04-30-91 102 LF 8" SS Catawba Creek 1200 domestic COMPLETE
Enterprises Installed Tap in
lieu of SS Ext.
0591075-S Thomas Properties/Old Redbud 05-03-91 759.32 LF 8" SS Catawba Creek 16800 domestic COMPLETE
Apts.
0591076-S Mark Clouse/ Shannon Dr. 05-22-91 108 LF 8" SS Catawba Creek 400 domestic COMPLETE
0691077-S Dan Johnson/Grayland Bus. 06-13-91 195.85 LF 8" SS serving Catawba Creek 13500 domestic COMPLETE
Park 2060 Shannon Dr.
0691078-S City of Gastonia SS 06-28-91 3236.7 LF 8" SS Catawba Creek 20700 domestic COMPLETE
Improvements June '91
0891079-S City of Gastonia Ozark Ave. SS 08-12-91 1562 LF 8" SS Long Creek No addt'l flow domestic Waiting on
relocation--NCDOT Certifications
0891080-S Michael Walsh/Meadewood SD 08-30-91 560 LF 8" SS Catawba Creek 4320 domestic COMPLETE
Ph. I
7

' PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0891081-S CRC Properties/CRC Multi- 08-30-91 605 LF 8" SS Catawba Creek 9180 domesti" COMPLETE
Family
0991082-S Cheryl Grant/Complete Rehab 09-13-91 161 LF 8" SS serving Catawba Creek 1000 domestic COMPLETE
Ser. Cox Dr. sewer extension
0991083-S Triangle Real Estate/Ashbrook 09-16-91 245 LF 8" SS Catawba Creek 10800 domestic COMPLETE
Village Ph. VI
0991084-S Triangle Real Estate/Riverwood 09-18-91 1089.87 LF 8" SS Catawba Creek 9720 domestic COMPLETE
Patio Homes
1091085-S City of Gastonia Relocation of SS 10-10-91 Relocation of 190`LF of Long Creek No addt'l flow domestic Wailing on As
on Chester St—NCDOT SS Builts
1091086-S Kendrick Place, Inc. 10-21-91 1939 LF 8" SS Catawba Creek 14400 domestic COMPLETE
Kendrick Place
1091087-S D. Michael Walsh/Meadewood 10-31-91 340 LF 8" SS Catawba Creek 6120 domestic COMPLETE
Ph. II
0192088-S City of Gastonia/ S. Myrtle 01-24-92 650 LF 8" SS Catawba Creek 1800 domestic COMPLETE
School Rd.
0592089-S IWC Properties of Gaston Co. / 03-02-92 94 LF 8" SS serving Long Creek 11900 domestic Waiting on As-
Lot 4 Northwood Acres Westminster Nursing Builts&
Home Easement
0392090-S Dr. Siva Medical Park Court 03-25-92 741 LF 8" SS Catawba Creek 2500 domestic Waiting on As-
Drive Builts
0492091-S Childress Klein/Franklin Sq., 04-21-92 1916 LF 18" & 1637 LF Catawba Creek 50000 domestic COMPLETE
Ph. II 8" SS
0592092-S City of Gastonia Shannon Drive 03-15-92 679.74 LF 8" SS Catawba Creek 3900 domestic COMPLETE
8

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0692093-S Diane 29 Theater, Inc. 06-29-92 1172 LF 8" Sewage York Road 3000 domestic COMPLETE
Diane 29 Center Site collection line to WWTP
discharge into an
existing collection
system of the City of
Gastonia
089 94LS Lester E.`Cutler`/Forestbrook 08-07=92 631.17 LF'8"'sewer ` Catawba Creek 0 domestic ai Mori''
Shopping Center main to relieve the R/W dedication
existing pump station of
Forestbrook Shopping
Ctr. property. Will
require replacement of
approx. 100' of existing
WL
0992095-S City of Gastonia Su-San Farms 09-29-92 153 LF 8" DIP; 692 LF Catawba Creek 0 domestic COMPLETE
Outfall 10" DIP
1112M6=S 'Gaston Co. Schools/Brookside 11-11-92 118 LF 8" SS Long Creek 7800 domesti v' fi'ig'on' A°s-`
Elementary Builts
1192097-S City of Gastonia/ Union Station 10-23-92 887 LF 8" SS Catawba Creek 4320 domestic COMPLETE
Condo.
1292098-S Jackson Commercial 12-16-92 1297 LF 8" SS Catawba Creek 12690 domestic COMPLETE
Prop./Union-Hudson Crossing
1292099-S Charles A. Harrison, Inc. /Rain 12-21-92 800 LF 8" SS Catawba Creek 5600 domestic COMPLETE
Forest SD
1292100-S City of Gastonia/Huckleberry 12-17-92 435 LF 8" SS extension Catawba Creek 3900 domestic COMPLETE
Lane
0293101-S Hampton Dev. Co., Inc. Davis 02-16-93 1266 LF 8" SS S. York Rd. 10270 domestic COMPLETE
Park
9

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0293102-S G & H Development Corp. / S. 02-26-93 1442 LF 8" SS Catawba Creek 9200 domestic COMPLETE
Pines West _
0393103-S Tim L. Harris 03-16-93 +3182.36 LF 8" SS Catawba Creek 31200 domestic COMPLETE
serving Easthampton
SD & 17 manholes
0493104-S Ronald H. Krueger/Oak Hollow 04-12-93 364.61 LF 8" SS Long Creek 1100 domestic COMPLETE
Park SD
0593105-S KEG Construction Co. Beacon 05-03-93 1076.20 LF 8" SS Catawba Creek 4680 domestic COMPLETE
Hills - Ph. II
0693106-S Carolina Kids Club, Inc. 06-24-93 356.20 LF 8" SS Catawba Creek 4110 domestic COMPLETE
0793107-S City of Gastonia 07-06-93 239 LF 8" & 298 LF Catawba Creek 4000 domestic Inactive
Habitat for Humanity 10" SS
0993108-S City of Gastonia/Union Rd. 09-21-93 4476.9 LF 8" SS Catawba Creek 20800 domestic COMPLETE
(Niblick to Rivermont)
0793109-S C & C Investments Colony Ridge 07-30-93 1738 LF 8" SS Catawba Creek 9300 domestic COMPLETE
SD
0993110-S City of Gastonia Gardner Woods 08-24-93 486 LF 8" VCP and 60 Catawba Creek 3240 domestic COMPLETE
VI (Pamela St.) LF 8" DIP SS
0993111-S City of Gastonia Forestbrook 09-02-93 1420 LF 8" SS Catawba Creek 4200 domestic COMPLETE
Sewer Ext.
0993112-S City of Gastonia West Club 09-13-93 1364 LF 8" SS Catawba Creek 16380 domestic COMPLETE
Circle 0/F
129T1 13-S City of Gastonia Hudson Woods 12-07-93 60 LF"8" MP 647.2 Catawba Creek 19200 domestic Under
Ph 4 LF 8" VCP SS and 5 Construction
manholes
0494114-S City of Gastonia Modena 01-12-94 15 LF 8" VCD and 4" Long Creek 50000 industrial COMPLETE
Southern Dyeing Corp./Saunders PVC force main and one
Threads manhole and PH
monitor system
10

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0 941`15-S City of Gastonia Office Complex 04-22-94 272 LF 8" SS Catawba Creek 147.20 domestic Under
on Garrison Blvd. at Burtonwood Construction
Dr.
0694116-S Davis Ave. Apts. 06-02-94 154.07 LF 8" SS Catawba Creek 7250 domestic Under
Construction
0694117-S Riverwood Plantation 07-20-94 3,191.85 LF 8" SS Catawba Creek 14700 domestic COMPLETE
Phase IV
0894118-S Franklin Commons 08-05-94 1,568.76 L F 16" SS Catawba Creek COMPLETE
Shopping Ctr.
0894119-S Union Station Condo- 08-10-94 648 LF 8" SS Catawba Creek 4320 domestic COMPLETE
minium - II
1194120-S Myrtle Creek OF SS 01-09-95 2,757 LF 15" and 3,251 Crowders Creek domestic COMPLETE
Improvements LF
10" SS
1194121-S Beaty Rd. SS OF 11-14-94 11,201 LF 12"and Catawba Creek 10000 domestic Awaitg' re-
4,170 LF 8"SS Construction
1194122-S Robinwood Rd. from 11-28-94 1,089 LF 8" SS Catawba Creek 3400 domestic COMPLETE
TP 10-68B-3.04 to
exist. MH on Freida Ln
1294123-S Hoffman Rd. North side 147' W 12-13-94 796 LF 8" SS Catawba Creek 1200 domestic COMPLETE
of Colony Woods Dr. Entrance
1294124-S Roechling Engineered 12-30-94 1513 LF 8" SS along Long Creek 1000 domestic COMPLETE
Plastics U.S. Hwy 321
0195125-S Triangle Real Estate/ 02-10-95 944 LF 8" SS to serve Catawba Creek 58800 domestic COMPLETE
Hudson Woods Apts. Hudson Woods Apts.
Phase 4-A
0 ;126-S Waterford Green 01-1.9-95 3 O LF'8" SS'to. serve Catawba Creek 12240 dome'stic finder
Associates/Waterford Waterford Green Subd. ' Construction
• Green Subdivision Phase II
,...,3'a'v't':,n+G, a.M. ,SI v,s✓,v n.LW. - 'nK"' K,t;9,.• 11

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0195127-S City of Gastonia/ 01-27-95 119 LF 8" SS along Long Creek 240 domestic COMPLETE
Lincoln Ave. Lincoln Ave.
0495128-S AutoZone, Inc. 04-26-95 196 LF 8" SS to serve Catawba Creek 300 domestic COMPLETE
AutoZone Retail Store
0495129-S South Gastonia Pentecostal 04-18-95 147 LF 8" SS to serve Crowders Creek 300 domestic COMPLETE
Freewill this church on Neal
Baptist Church Hawkins Road.
0495130-S Ralph Lewis/ 04-27-95 703 LF 8" SS to serve Catawba Creek 3600 domestic Complete
Hoffman Ridge Subd. Hoffman Ridge Subd.
0595131-S Bessemer Road 05-10-95 344 LF 8" SS to serve Crowders Creek 625 domestic Awaiting As-
Limited Bessemer Rd. Limited builts
Industrial Subd.
0595132-S City of Gastonia/ 05-10-95 335 LF 8" SS along Crowders Creek 1500 domestic COMPLETE
Hartman Street Hartman St.
0595133-S City of Gastonia/ 05-10-95 1247 LF 8" SS along Crowders Creek 3000 domestic COMPLETE
twin Avenue Twin Ave.
0595134-S Dr. Kevin Weiss 04-19-95 731 LF 8" SS, a 115 Catawba Creek 5000 domestic Under
GPD Construction
duplex pump,station,
1361
LF 4" force main to
serve
Cox Road Subd. •
0795135-S City of Gastonia/ 07-06-95 818 LF 8" SS to serve Catawba Creek 2100 domestic COMPLETE
Lakefield Circle Lakefield Circle.
0995136-S City of Gastonia/ 08-04-95 800 LF 8" SS to serve Catawba Creek 3000 ' domestic COMPLETE
Dawnshire Drive Dawnshire Drive and
Rudd Rd.
•
12

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0795137-S W.D. Lee & Co., Inc. 08-28-95 260 LF 8" SS within the Crowders Creek 300 domestic COMPLETE
R/W of US 29/74.
1095138-S Triangle Real Estate/ 10-17-95 2027.8 LF 10" SS to Catawba Creek 0 (o/f- no domestic COMPLETE
Hawk Ridge Subd. serve tie in)
Hawks Ridge Subd.
0895139-S Kendrick Estates, Inc./ 08-03-95 3021.72 LF 8" SS to Catawba Creek 11700 domestic COMPLETE
Kendrick Estates Subd. serve
Kendrick Estates Subd.
1l9*5T40-S Jahn A. Aeton 11-03-95 Replace&relocate 219 Ca awba Creek 250 domestic User
LF Construction
8„ SS.
1295141-S _City of Gastonia/ 12-18-95 843 LF 8" SS to serve Catawba Creek 3000 domestic COMPLETE
Ashley Court & Rivermont Drive Ashley Court&
Rivermont Drive.
1295142-S City of Gastonia/ 12-22-95 520 LF 8" SS to serve Crowders Creek 1500 domestic COMPLETE
Lakeview Street Lakeview Street.
0296143-S JfM Enterprises/ 02-07-96 186 LF 8" SS to seine Catawba Creek 10800 domesticdiSMegfic VIM
Riverside Office Park Fairfield Inn on Construction
Remount
Road.
0296144-S National Welders Supply Co. 02-07-96 140 LF 8" SS to serve Long Creek 500 domestic Complete
National Welders
Supply
retail Store.
0396145-S Donnie Cann/ 03-25-96 3074 LF 8" SS to serve Catawba Creek 21000 domestic COMPLETE
Waterford Place Inc. Waterford Place Subd.
located on Gaston Day
School Road.
13

' PERMIT NAME ISSUE PROJECT TREATMEN . DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0496146-S Gene Ratchford Jr./ 09-27-96 932.84 L:F 2 1/2"force Catawba Creek 7500 domestic Under
Gaston Day School main, 65.76 LF 8" SS Construction
and a pump station to
serve Gaston Day
School.
0596147-S Leslie J. Dale/Linda Salinas 04-26-96 3420 LF 8" SS to serve Crowders Creek 19440 domestic COMPLETE
Company Cherry Park Subd.
Phases I & II on
Linwood-Road
0596148-S Reid Harris/Eastwood 04-24-96 1580 LF 8" SS to serve Catawba Creek 34800 domestic COMPLETE
Properties Inc. Hoffman Hoffman Commons
Commons Apts.
0596149-S City of Gastonia/ 05-01-96 164 LF V.C. SS to serve Crowders Creek 300 domestic Complete
W. Franklin Blvd. W. Franklin Blvd.
0596150-S City of Gastonia/ 05-01-96 654 LF 8" SS to serve Catawba Creek 4000 domestic Complete
Forestbrook Drive Forestbrook Drive.
0596151-S City of Gastonia/ 05-01-96 1358 LF 8" SS to serve Catawba Creek 6000 domestic Complete
Alton Dr./Fonda Ave. Alton Dr. & Fonda
Ave.
0596152-S City of Gastonia/ 05-01-96 954 LF 8" SS to serve Catawba Creek 4200 domestic Complete
Westway Dr. Westway Dr. &
Crestview.
0596153-S City of Gastonia/ 05-01-96 732 LF 8" SS to serve - Catawba Creek 2700 domestic Complete
Ramblewood Lane Ramblewood Lane&
Sherwood Circle.
14

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0596154-S City of Gastonia/ 05-03-96 54 LF 8" SS &4747 LF Long Creek 0 (no add. domestic COMPLETE
Old King St. 0/F 10" SS to replace old flow,
King St. 0/F from replacement
Mauney Ave. to line. )
Marietta St. 0/F.
0696155-S John E. Jenkins and 06-25-96 1282.8 LF 8" SS & 4 Catawba Creek 7920 domestic COMPLETE
Robert L. Heavner/ manholes to serve
Waterford Green Subd. Waterford_Green Subd.
Phase IV Phase IV
0696156-S City of Gastonia/ 06-25-96 270 LF 8" SS to serve Catawba Creek 1440 domestic COMPLETE
Shannon Drive Shannon Drive.
0796157-S City of Gastonia/ 07-25-96 1482 LF 12" SS to serve Crowders Creek 413,600 industrial COMPLETE
Telegraph Dr. OF B.F. Goodrich.
0796158-S Sam Pierce/PTF 08-02-96 1374.18 LF 8"& 331.45 Catawba Creek domestic COMPLETE
Realty, Inc. LF 8"DIP to serve
Union Commons-Phase
I
08`96159-S Darrell Avery/Northwestern 08-23-96 '1960.76 LF 10"SS & Crowders Creek 19500 domestic As-builts
Financial Group 1057.58 LF 8" SS to
serve Crowders
Mountain MHP
0996160-S D & G Development, 10-08-96 3814.3 LF 8" PVC & Catawba Creek 17700 domestic COMPLETE
Inc./Cambridge Estates 149.18 LF 8"DIP SS to
serve Cambridge
Estates.
0996161-S Boney Wilson& Sons/ 10-09-96 40 LF of 8" SS to serve Catawba Creek 3800 commercia Complete
Hannaford Brothers Hannaford Brothers. 1-food
service
15

• PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
1096162-S John D. Bridgeman/Bridgeman 10-10-96 175 LF of 8' SS to serve Catawba Creek 300 domestic Complete
& Associates, Inc. Carolina Circle.
1096163-S City of Gastonia/Santee Mobile 10-28-96 1303 LF of 8", 6272 LF Crowders Creek 4500 domestic Complete
Home Park of 15", and 684 LF of
16" SS to serve Santee
MHP.
1096164-S Leigh Summerour/McDonald's 10-31-96 14.54 LF of 8" SS to Catawba Creek 4480 commercia COMPLETE
Corp. serve proposed 1-food
McDonald's on Union service
Rd.
1196165-S City of Gastonia/Cedar Oak 11-01-96 1772 LF of 8" SS to Crowders Creek 4200 domestic COMPLETE
Circle serve Cedar Oak Circle.
1196166-S City of Gastonia/Davis Park Rd. 11-04-96 714 LF of 8" SS to Crowders Creek 2400 domestic Complete
serve Davis Park Rd.
1196167-S Jerry Lang/ 11-20-96 1000 LF of 8" DIP to Crowders Creek 2000 domestic Complete
MTE Hydraulics, Inc. serve the MTE facility
on Chickasaw Road.
1296168-S Marion Cheatham/Moss Creek 12-13-96 910 LF of 8" SS to Catawba Creek 12000 domestic COMPLETE
Apts. serve Moss Creek
Apartments.
0197169-S Darrell Avery/`Crowders Mtn. 01-29-97 2681 LF of 8" SS to Crowders Creek 24900 : domestic As-builts
Mobile Home Park, Phase II serve Crowders
Mountain Mobile Home
Park Phase II.
•
16

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0297170-S Brentwood Chase Subdivision— 09/24/96 Installation of 2523.39 Catawba Creek 116,160 Domestic Complete
Phase I LF of 8"PVC and
161.81 LF of 8" DIP SS
lines with 17 manholes
along the property of
Triangle Real Estate to
service Brentwood
Chase Phase I
0297171-S City of Gastonia/Derrydown 02-19-97 149 LF of 8" SS to Catawba Creek 800 domestic Complete
Lane serve Derrydown Lane.
0297172-S City of Gastonia/Kentwood 02-19-97 926 LF of 8" SS to Catawba Creek 4500 domestic COMPLETE
Drive serve Kentwood Drive.
0297173-S Dunklin Properties LTD. /Goble 02-25-97 1154 LF of 8" SS to Catawba Creek 7440 domestic COMPLETE
Street project serve the Goble St.
project.
0397174-S Jerry Fleeman/ Stroupe Rd. 03-20-97 600 LF of 8" SS to Catawba Creek 7500 domestic COMPLETE
serve Stroupe Rd.
0397175-S City of Gastonia/ Southampton 03-24-97 10650 LF of 8"& 1262 Catawba Creek 23100 domestic COMPLETE
Subd. LF of 12" SS to serve
Southampton
Subdivision.
0397176-S City of Gastonia/ W. Sixth 03-24-97 785 LF of 8" SS to Crowders Creek 3000 domestic COMPLETE
Avenue serve W. Sixth Avenue.
0397177-S US 29/74 West 03-26-97 19,000 LF of SS (sizes Crowders Creek 273,000 domestic Complete
south of Crowders Creek HDR 8"to 16")to serve the
US 29/74 West
Annexation.
0397178-S City of Gastonia/White Lane 03-26-97 221 LF of 8" SS to Crowders Creek 1200 domestic COMPLETE
serve White Lane.
17

. PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0497179-S City of Gastonia/City of Clover 04-01-97` 3644 LF of 15", &783 Crowders Creek 3,000,000 domestic As-builts
SS line LF of 14" SS and 12
manholes to serve
Clover, S.C.
0497180-S John H. Crabtree/Riverwind 04-21-97 1200 LF of 8" SS to Catawba Creek 46080 domestic Complete
serve Hudson Crossing
Apts.
0497181-S City of Gastonia/ SouthEast 04-28-97 9700 LF of 8" SS and Catawba Creek 10,000 domestic COMPLETE
Annexation 60 manholes to serve
the SouthEast
Annexation area.
0597182-S City of Gastonia/Burton Circle 05-21-97 1679 LF of 8" SS to Long Creek 6000 domestic COMPLETE
serve Burton Circle.
0697183-S Jenkins Heights Annexation 6-10-97 Long Creek Domestic Complete
0697184-S David Drye 06-11-97 1480 LF of 8"gravity Catawba Creek 48960 Domestic Complete
Patriot Apartments sewer to serve the
Patriot Apartments
0797185-S Mike Lakhany/Haashim Ridge 06-30-97 458 LF of 8" SS and 2 Catawba Creek 2880 domestic Complete
manholes to serve
Haashim Ridge
subdivision.
0897186-S City of Gastonia/Kaylor Court 08-18-97 326 LF of 8" SS to Catawba Creek 1080 domestic Complete
serve Kaylor Court.
0897187-S Smyre Annexation 07-16-97 Construction and Long Creek 2871,226 Domestic Complete
installation of app.
19,084'of 8", 10" , 12",
• 16" and 18 " sewer line
with manholes and
appurtenance.
18

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0897188-S US 29/74 Annexation-North of 08-18-97 13660 LF of gravity Crowders Creek 250000 Domestic Complete
Crowders Creek Contract#2 sewer to serve US 29/74
West Annexation, norrth
of Crowders Creek
09971"89-S A.A.C. Management/Franklin 09-25-97 18'0528 LF of 8"PVC Catawba Creek 110;772 domestic AVITrig
Square III & 1238 LF of 8"DIP corrected as
SS to serve Franklin butts
Square III.
1097190-S Donald Huffman/Myers Mill 10-03-97 117.70 LF of 8" DIP SS Crowders Creek 59,100 domestic COMPLETE
Village to serve Myers Mill
Village.
1197191-S Arnold Hensley/Hensley 11-21-97 117.82 LF of 8" SS to Catawba Creek 1000 domestic Complete
Convenience Store serve Hensley
Convenience Store.
1297192-S Bethlehem Baptist Church 12-23-97 100 LF of 9" SS Crowders Creek 35000 Domestic Complete
collection system for
Bethlehem Baptist
Church Family Life
Center
Gene berlding t CBP' 0 '-30-9$ ''Insfall for of Crowders Creek 400 000 industrial Met.'
Resources,Inc. wastewater pretreatment Construction
system inc.253 LF of
8" SS line
0498194-S St. Andrew Associates/ St. 04-07-98 1524' of 8"PVC SS Catawba Creek 19,800 Domestic COMPLETE
Andrews Subd. line to serve subdivsion
on Kendrick Rd.
0498195-S Court Drive Medical 4-15-98 1040 LF. of 8" SS Line Long Creek 12,000 Domestic Complete
Park Sewer Extension to serve Court Drive
Medical Park.
•
19

' PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0598196-S City of Gastonia/Brentwood 05-04-98 317 LF of 8" DIP & 567 Catawba Creek 1500 domestic COMPLETE
Drive LF of 8"PVC or VCP
SS to serve Brentwood
Dr.
0598197-S City of Gastonia/Wynnchester 05-08-98 2625 LF of 8"PVC & Catawba Creek 6900 domestic COMPLETE
Dr., Rosemond Cir., Woodleigh 305 LF of 8"DIP SS
Dr. &Regal Dr. lines to serve
Wynnchester Dr.,
Rosemond Cir.,
Woodleigh Dr. & Regal
Dr.
0598198-S City of Gastonia/Trace avenue 05-08-98 313 LF of 8"DIP SS Catawba Creek 1200 domestic COMPLETE
line to serve Trace Ave.
0598199-S Dillards SS relocation 05-07-98 Relocation of exsisting Long Creek 40800 Domestic Complete
12" SS to main point
38' outside of new
building
0698200-S Eckerd Drug 7-11-98 1000LF of SS to serve Catawba Creek 6 Domestic Complete
the new Eckerd Drug
0798201-S Crowders Woods 08/11/98 Sanitarysewer line` Crowders Creek 15,000 Domestic Under
extention to service Construction
`1* singlea*1 AI .< Y
0898202-S Hoffman Place Subd. 08/11/98 Construction and Catawba Creek 12,240 Domestic COMPLETE
installation of
approximately 1,952'
LF of 8"PVC pipe with
• •
manholes and
appurtenances
20

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0898203-S Stonehaven Subdivsion 08/12/98 2444'LP of 8"PVC SS Catawba Creek 15,180 Domestic under
line to service Construction
Stonehaven Subdivision
0898204-S Brentwood Chase Apartments/ 08/19/98 1520 LF of SS and (6) Catawba Creek 12,960 Domestic Under Constr.
Phase II six manholes to service
multi-family units.
0898205-S Heritage Commons Subdivision 03/06/98 1875' of 8" SS and() Catawba Creek 11,820 Domestic Complete
Manholes
0998206-S Wal-Mart Expansion 09/01/98 380'of 8"PVC SS and Catawba Creek 10,000 Domestic As-builts
2 Manholes.
0998207-S The Landings 09/01/98 1200LF.of 8"SS , Catawba Creek 14,000 Domestic As-builts
0998208-S City of Gastonia/Myers Subd. 09/10/98 4885 LF of 8" SS and Crowders Creek 19,500 Domestic Complete
Replacement 24 manholes to replace
the lines serving Myers
Subdivision.
1098209-S Delta Park. Inc. 10/1/98 385LF of 10",46LF of Long Creek 410,000 Industrial Under
8", 3700LF of 8" force Construction
main
1098210-S Su-san Farms 10/1/98 330 LF of 8" & 50LF 4" Catawba Creek 360 Domestic Complete
to serve lots 2&4
1098211-S Sucellus, LLC 10/1/98 508 LF if 8"to serve 2 _ Catawba Creek 750 Domestic Under
T Park Construction
1098212-S Waterford Green Phase III 10/9/98 2313LF of 8"& 768LF Catawba Creek 14,700 Domes. Under
of 8"DIP to serve 49 Construction
lots
1098213-S Sey Properties 10/20/98 500LF of 8"to serve a Catawba Creek 10,000 ' Domestic As-builts
• shopping center
21

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
1198214-S City of Gastonia-Brookside Dr. 11-4-98 1118LF of 8"to serve Catawba Creek 4800 Domestic Complete
Brookside Dr.
12gril5S elalThcare Inr ovations-Court Dr. 12-2-98 1(OLFo 8"to'serve' Long Creek 750 Domestic Waltitg
new medical office builts
1298216-S City of Gastonia-Costner Sewer 12-14-98 1791LF of 24", 2398LF Long Creek 2060 Domestic Complete
Improvements of 12", & 7202LF of 8"
of SS improvements
TifS Maki oo S'Duplex Homes 1-25-99 2 tF of 8"to serve Catawlia'Creek g$ 0 Domestic `n er
37 units Construction
0299218-S Wilco Minimart 2-12-99 425LF of 8" PVC to Long Creek 750 Domestic . Complete
serve new store
r'C'9 S ( rcllard 'raceApts. 3-17-99 1: 9°'LF of`8 PVC& CataWli Creek 31,680 ohi fie
DIP to serve apts. Construction
0399220-S Northwestern Financial Group 3-29-99 3791LF of 8"PVC& Crowders Creek 29,100 Domestic Waiting on As-
Crowders Mtn. MH Prk. PhIII DIP to serve Lots 148- builts
244
0399221-S William Absher 3/31/99 207 LF of 8"to serve Catawba Creek 7500 Domestic Complete
The Dakota Group property
0 722 =S 'Uniroyal Chemical,Inc. 4/6/99 198 LF of 8"relocation Catawba Creek 0 , Domestic PIV Constr.
22

•PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0499223-S City of Gastonia 4/9/99 560 LF of 8"relocation Catawba Creek 0 Domestic Complete
Aberdeen& Pembroke Dr.
0499224-S Pass & Seymour/LeGrand 4/16/99 270 LF of 8"to serve Long Creek 21000 Domestic Complete
building
'-S •Beacon`ms Ph. III 5/19799 8 °7LF orb",pimp Catawba Creek 6000 Tomes is a`wI=r r.
station,600LF of 3"FM
0699226-S NCDOT Cox Rd. Ext. 6/29/99 Relocation of 8", 16", Catawba Creek 0 Domestic Under Constr. "
30 &42,,
0799227-S City of Gastonia 7/6/99 929LF of 8" Catawba Creek 4500 Domestic Complete
Woodleigh Dr.
0799228-S City of Gastonia 7/6/99 474LF of 8" Crowders Crk. 1800 Domestic Complete
Monte Vista Ln.
0799229-S City of Gastonia 7/12/99 971LF of 8" Catawba Crk. 4800 Domestic Complete
Amherst Dr.
0799230-S City of Gastonia 7/12/99 1379LF of 8" Crowders Crk. 7800 Domestic Complete
Laurel Woods Dr./Graywood Dr.
a ..S.. ... i ' obi Forest h.III 7/1 799 22 g V C and Catawba'Crk. 6800 Domes c I °COM.
3OLF of DIP
.1. ,
23

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
0899232-S Servco SS Outfall 8/10/99 750LF of 8"PVC Catawba Crk. 400 Domestic Complete
ITev'vercYfraTiiiieto. 8720709 82 LF'of8 Pv'C Long Crk. 375 Dometic eei ` r
0999234-S Bel-Aire Hotel 09/09/99 253 LF of 8"PVC Crowders Crk. 2640 Domestic As-builts
1299235-S City of Gastonia 12/06/99 5669 LF of 8"DIP& Long Creek 25500 Domestic Design
Smyre Mill Village PVC Complete
1299236-S Autumn Woods 12/06/99 780 LF of 8"PVC & Catawba Creek 6000 Domestic Under Constr.
126 LF of 8"DIP
0100237-S Gerald M. Sosebee 1/5/2000 242 LF of 8"DIP Catawba Creek 350 Domestic Design Compl.
Lot 3 Block"A" Su-San Farms
0200238-S Ken Kiser 2/3/2000 348 LF of 8"DIP Crowders Creek 1440 Domestic Design Compl.
Davis Park Rd. Sewer Ext.
0200239-S City of Gastonia 2/11/00 5800 LF of 8" Crowders Creek 25,500 Domestic Design Compl.
Edgewood Acres
0100240-S St.Andrews Ph. II 1/31/00 2463 LF of 8" Long Creek 18,720 Domestic Design Compl. -:
24

• PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE or' CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
°TIM Stagecoach`S ation"Ph. I 1/31/00 2463'LF'of'8" Cro'wd"e"rs C`rk. 18720 DoineSiic 1gn`'Cor3p
0100242-S Cypress Pointe 1/31/00 2245 LF of 8" Long Crk. 6480 Domestic Under Constr.
0300243-S Windsor Woods 3/15/00 808 LF of 8" Catawba Creek 3600 Domestic Under Constr.
0300244-S City of Gastonia 3/21/00 1879 LF of 8" Crowders Creek 0 Domestic Design Compl.
Carson Rd. & Candlewood Dr.
0300245-S Parkdale Mills Sewer Reloc. 3/30/00 911 LF of 8" Catawba Creek 0 Domestic Under Constr.
0400246-S Redwood Park 4/19/00 1208 LF of 8" Crowders Creek 3500 Domestic Under Constr.
0400247-S Castlegate Industrial Park 4/24/00 420 LF of 8" Crowders Creek 2500 Domestic Under Constr. t
0400248-S Crowders Woods Sub. 4/24/00 2276 LF of 8"PVC Crowders Creek 10,800 Domestic Under Constr.
0500249-S City of Gastonia 5/11/00 54 LF of 8"VCP Long Creek 300 Domestic Under Constr.
Anderson St.
y _ r
•
25

PERMIT NAME ISSUE PROJECT TREATMEN DESIGN TYPE OF CURRENT
NUMBER DATE DESCRIPTION T PLANT FLOW(GPD) WASTE STATUS
050 1. 0 S4r „Rawhi'de 5/19/0V: 1928 tPrtift10, ,SS&°15 Crowders . 160,500 Dotn.esfic C`1 d C instr
Manholes
Silver Crk. Dr. & Brookstone Crt. Crowders 3300 Domestic Design C�rnpl
..,
0600251-S Cityof Gastonia 6/23/00 750 LF of 8" -,
_ 4 dfd/selverper
26

• •
NCDENR
DIVISION OF WATER QUALITY
March 24, 1998
MEMORANDUM TO: Paul Clark
FROM: D. Rex Gleason
PREPARED BY: Todd St. John "
SUBJECT: Catawba Creek WW P Phased Decommissioning
NPDES Permit No. NC0020192
Gaston County
This Office is in receipt of your request regarding comments about the proposed plans for
decommissioning the City of Gastonia's Catawba Creek WWTP. The plans and specifications did
not clearly indicate the phases of the decommissioning from an operational perspective.
Nevertheless, this Office will continue to monitor the WWTP's compliance. This Office has no
objection to the phases of the decommissioning as long as the WWTP remains in compliance.
Limitation or bypass violations that occur as the result of the decommissioning will likely be
operational in nature. If the discharge points or sampling points are to be changed this Office
would like to be informed. It is also important that all remaining residuals continue to be
disposed of properly.
If you have any questions please feel free to call.
I

•
P E A S E
Architecture Engineering Planning Interiors
6/1S ON OF I.ND R SO ROES;
TO: Mr. Todd St.John LAND QUALITY ivy+
North Carolina Department of Environment, E t �
Health, and Natural Resources
Division of Environmental Management MAR .-;, 1998
919 North Main Street
Mooresville,North Carolina 28115 OEPARTM
Wag-
PROJECT: Catawba Creek WWTP Decommissioning
Gastonia,North Carolina
Application No.WQ0009711
COMM. NO: 96075-5C
DATE: March 3, 1998
SUBJECT: Prints TRANSMITTAL
LETTER
We are sending you [x] Enclosed [ ' Under Separate Cover
[x] Prints [ ' Tracings
[ ] [ ] Specifications
NO. OF COPIES DRAWING NO. DATED DESCRIPTION
1 Set -- -- Catawba Creek
Decommissioning-
J.N. PEASE ASSOCIATES
A. Keith est, PE,Vice President
AKW/lh
J.N. Pease Associates 2925 East Independence Blvd. P.O. Box 18725 Charlotte, NC 28218 704 376-6423

•
S---,"(3t7i
pOl SOURCE BRANCH
N-f'.. nr "''. nfr
FEB ,-- i : ,3
Oivll' N 1-,,,.,- rnEN?
illPROJECT MANUAL FOR
CATAWBA CREEK
WASTEWATER TREATMENT
PLANT
DECOMMISSIONING
FOR
CITY OF GASTONIA
GASTONIA, NORTH CAROLINA
Commission No. 96075.00
Oct. 17, 1997
oilimiii„Q�p SE ASSJ ���."\� CAR !/
+' `p1GTtRt C41).\ t �•• /l I
sy
4• tiORT.H 4� �',
di
i g7�ROLINAr
IIIlir
� N o, o 1 576
o 23 1
miiiiiiiiill-
Project Specifier: Alton Keith West,PE ©1997
J.N.Pease Associates 2925 East Independence Blvd Charlotte,NC 28218 704 376-6423

• r
1 SECTION 01010 - SUMMARY OF WORK
2 LOCATION
3 The project is located in Gastonia,North Carolina,at 3175 Duke Street.
4 SCOPE
5 The project is for the decommissioning of the existing Catawba Creek Wastewater Treatment
6 Plant.This includes,but is not limited to,the following:
7 The work includes demolition and removal of existing equipment and piping,construction of
8 a new wet well and pumping station within an existing structure,conversion of existing
9 aeration basin to an equalization basin,conversion of an existing polishing pond to an
10 emergency equalization basin,yard piping controls,instrumentation,relocation and
11 installation of an existing generator and SCADA system.
12 CONSTRUCTION TIME
13 The entire project shall be complete and ready for the intended use by the Owner within the
14 number of days stated in the bid.The A-E will issue,to the Contractor,a notice to proceed with
15 construction as soon as the contract,bonds and insurance policies have been executed.
16 SCHEDULING AND SEQUENCE OF WORK
17 The Owner will continue to use the existing facility throughout the construction of the project.
18 The Contractor shall coordinate his work with the Owner and schedule all construction
19 operations so as to cause the least possible disturbance to or interruption of the Owner's normal
20 operations.
21 DISPOSITION OF EXISTING MATERIALS TO BE REMOVED
22 When requested,existing items to be removed shall be delivered to the Owner and shall remain
23 his property. ,
24 END OF SECTION 01010
I
0 PEASE 96075.00 Oct.17,1997 SUMMARY OF WORK
Catawba Creek WWTP Decommissioning 01010-1

•
•
1 SECTION 01011 - SPECIAL CONDITIONS
2 GENERAL REQUIREMENTS
3 These specifications are intended to supplement and/or amend requirements of GENERAL
4 CONDITIONS,and,where requirements of this Section conflict with or are at variance with those
5 of the GENERAL CONDITIONS,they shall take precedence over and modify such requirements
6 to the extent of such conflict or variation.
7 DEFINITIONS
8 Whenever in these specifications and contract documents the following terms or pronouns in
9 place of them are used,the intent and meaning shall be interpreted as follows.
10 Application for Payment: AIA Forms G702 and G703 furnished and used by the Contractor in
11 requesting progress payments,and which are to include the schedule of quantities and costs
12 required by Paragraph 3.1 of the GENERAL CONDITIONS and an affidavit of the Contractor that
13 progress payments there to fore received from the Owner on account of the work have been
14 applied by the Contractor to discharge in full all of the Contractor's obligations incurred in
15 connection with the work covered by all prior applications for payment.
16 Engineer,A-E,Architect,Architect-Engineer,Engineer-Architect: The terms,when used in these
17 contract documents,shall,unless otherwise specifically defined,mean J.N.Pease Associates,
18 Architects-Engineers-Planners,2925 East Independence Boulevard,Charlotte,North Carolina
19 28205.
20 Furnish,Furnish and Install,Install,Provide,or Words of Similar Meaning: Such words or terms
21 shall be interpreted,unless otherwise specifically stated,to mean furnish and install complete and
22 ready for service.
23 Inspector,Construction Inspector,Construction Observer: An authorized representative of the
24 A-E assigned to observe the work performed and materials furnished by the Contractor.
25 Contractor will be notified in writing of the identity of this person.
26 Owner: City of Gastonia
27 Gastonia,North Carolina
28 DESCRIPTION OF WORK
29 The work to be performed for this project consist of the decommissioning of a wastewater
30 treatment plant,and construction of new pumping and equalization facilities,complete as
31 required by the drawings and specifications.The work includes furnishing all labor,materials,
32 equipment,tools,appliances,transportation,facilities,services,and utilities(including light,
33 power,water,temporary heat,etc.)necessary for and incidental to completion of the project.
34 CONSTRUCTION TIME AND LIQUIDATED DAMAGES
35 The Contractor shall commence work to be performed under his agreement on a date to be
36 specified in a written order from the A-E and shall fully complete all work within 365 consecutive
37 calendar days regardless of actual weather or other conditions encountered.
38 For each day in excess of the stated number of days for fully completing all work the Contractor
39 shall pay to the Owner the sum of Five Hundred Dollars($1,00.00)in liquidated damages.The
40 stated liquidated damages are reasonably estimated in advance to cover losses to be incurred by
41 the Owner by reason of failure of the Contractor to complete the work within the time specified,
42 such time being in the essence of this contract and a material consideration thereof.
1111
PEASE 96075.00 Oct.17,1997 SPECIAL CONDITIONS
011 Catawba Creek WWTP Decommissioning 01011-1

43 SCHEDULING AND COORDINATION OF THE WORK
44 Work on this project will be performed while the Owner continues to use existing Catawba Creek
45 Wastewater Treatment Plant.Contractor shall schedule and perform all construction operations in
46 such a manner as to cause the least possible disturbance to or interference with the Owner's
47 operation of the Wastewater Treatment Plant.Contractor's schedule for interrupting any part of
48 the existing treatment facilities must be satisfactory to applicable state and federal regulatory
49 agencies,the A-E and the Owner.All contractors shall schedule and coordinate their work in such
50 a manner that the temporary interruption will be limited to not more than the scheduled time
51 agreed to by regulatory agencies,the A-E and the Owner.All materials,equipment tools,etc.,
52 necessary to complete that portion of the work requiring existing facilities to be temporarily
53 removed from service shall be at the site before the Owner will authorize the temporary
54 interruption.The Owner may require that such work be done at other than the Contractor's
55 normal working hours.All temporary piping and equipment shall be provided as required and at
56 the Contractor's expense.Should the Contractor accidentally or otherwise commit an
57 unscheduled disturbance,interruption,or interference with the Owner's operations,Contractor
58 shall immediately,without delay,and at his expense,provide whatever work required to restore
59 the conditions essential for the Owner's operations.
60 The existing Catawba Creek Wastewater Treatment Plant must remain in service during
61 execution of portions of this contract.All shut-downs required for new construction shall be
62 approved in advance by representatives of the A-E and City of Gastonia,and shall be for the
63 minimum duration possible.
64 Recommended Project Phasing
65 Phase 1
66 Perform demolition and construct New Pumping Facility and New Wet Well in the existing
67 Blower Building.
68 Install New Emergency surge relief Vault and all associated piping and valves.Connect New 24"
69 Discharge Piping to New 24"Force Main being installed under Contract No. 1.Verify completion
70 and acceptance of New 24"Force Main by representatives of the City of Gastonia and the project
71 Architect-Engineer.
72 Phase 2
73 Install New Force Main connection to existing wet well at the Duhart Creek Pump Station.Install
74 new interconnecting piping from Manhole to existing 24"Recirculation discharge.
75 Phase 3
76 Divert influent flow at Catawba Creek to new wet well and pumping facilities.Place New Pumps
77 in service utilizing New 24"Force Main and pump Catawba Creek Flow to the Duhart Creek
78 Pump Station.
79 Phase 4
80 Perform Demolition and New Construction and Piping required to convert existing aeration basin
81 to new equalization basin.Complete testing and place new equalization basin into service.Install
82 emergency power generating system.
PEASE 96075.00 Oct.17,1997 SPECIAL CONDITIONS
Catawba Creek WWTP Decommissioning 01011-2

1 DOCUMENT 00004 - LIST OF DRAWINGS
2 The following drawings,dated ,1997,are a part of the Contract Documents.
3 CIVIL - GENERAL CONSTRUCTION CONTRACT NO. 1
4 COVER SHEET
5 C1.01 SITE LAYOUT PLAN
6 C2.01 SITE DETAILS
7 C3.01 PIPING PLAN-AREA 1
8 C3.02 PIPING PLAN-AREA 2
9 C3.03 PIPING PLAN-AREA 3
10 C3.04 PIPING PLAN-AREA 4
11 C4.01 PRELIMINARY TREATMENT FACILITY-PLAN&SECTIONS
12 C4.02 BLOWER BUILDING-PUMP ROOM DEMOLITION PLAN
13 C4.03 BLOWER BUILDING-MAIN FLOOR DEMOLITION PLAN
14 C4.04 BLOWER BUILDING-ROOF PLAN DEMOLITION PLAN
15 C4.05 BLOWER BUILDING-PUMP ROOM
16 C4.06 BLOWER BUILDING-MAIN FLOOR
17 C4.07 BLOWER BUILDING-ROOF PLAN
18 C4.08 BLOWER BUILDING-SECTIONS
19 C4.09 AERATION TANK-DEMOLITION PLAN
20 C4.10 AERATION TANK AND CHECK VALVE MANHOLE-TOP PLAN
21 C4.11 AERATION TANK-SECTIONS
22 C4.12 AERATION TANK-SECTION
23 C4.13 MANHOLE NO. 10&CHECK VALVE MANHOLE-PLANS&SECTIONS
24 C4.14 SCREW PUMP-TOP PLAN&SECTIONS
25 C4.15 NEW EMERGENCY EQUALIZATION BASIN-SECTIONS&DETAILS
26 C4.16 EMERGENCY EQUALIZATION BASIN 12"RETURN LINE PROFILE
27 C4.17 NEW MANHOLE DETAILS
28 C4.18 ODOR CONTROL SYSTEM PLAN
29 C5.01 DUHART CREEK PUMPING STATION-YARD PIPING PLAN
30 C5.02 DUHART CREEK PUMPING STATION-MAIN FLOOR PLAN
31 C5.03 DUHART CREEK PUMPING STATION-PUMP ROOM-DEMOLITION PLAN
32 C5.04 DUHART CREEK PUMPING STATION-PUMP ROOM PLAN
33 C5.05 DUHART CREEK PUMPING STATION-SECTIONS
34 MECHANICAL - GENERAL CONSTRUCTION CONTRACT NO. 1
35 M4.05 BLOWER BUILDING PUMP ROOM-MECHANICAL WORK
36 M4.06 BLOWER BUILDING MAIN FLOOR-MECHANICAL WORK
37 M4.07 BLOWER BUILDING ROOF PLAN-MECHANICAL WORK
PEASE 96075.00 Oct.17,1997 LIST OF DRAWINGS
Catawba Creek WWTP Decommissioning 00004-1

38 ELECTRICAL - CONTRACT NO. 2
39 E0.01 SCHEDULES
40 E1.01 SITE LAYOUT PLAN
41 E2.01 POWER RISERS AND CONTROL DIAGRAM
ill 42 E2.02 MISECLLANEOUS DETAILS
43 E3.02 ELECTRICAL PLAN-AREA 2
IIII 44 E3.03 ELECTRICAL PLAN-AREA 3
45 E3.04 ELECTRICAL PLAN-AREA 4
46 E4.01 PRELIMINARY TREATMENT FACILITY-PLAN AND SECTIONS
47 E4.05 BLOWER BUILDING-PUMP ROOM
48 E4.06 BLOWER BUILDING-MAIN FLOOR
49 E4.07 BLOWER BUILDING-ROOF PLAN
50 E4.13 MANHOLE NO. 10&CHECK VALVE MANHOLE-PLANS&SECTIONS
51 E5.02 DUHART CREEK PUMPING STATION-MAIN FLOOR PLAN
52 E5.04 DUHART CREEK PUMPING STATION-PUMP ROOM PLAN
53 STANDARD DRAWINGS (Bound in Project Manual)
54 3002-1 Electrical Standard Receptacle Symbols
55 3002-3 Electrical Standard Receptacle Symbols
56 3002-4 Electrical Standard Receptacle Symbols
57 3004-1 Electrical Standard Circuiting Legend&Typical Panel Diagram
58 3004-6 Electrical Standard Exhaust Piping Detail Through Roof
59 END OF LIST OF DRAWINGS
PEASE 96075.00 Oct.17,1997 LIST OF DRAWINGS
Catawba Creek WWTP Decommissioning 00004-2

539 shall be capable of measuring peak to peak displacement in mils and various frequencies
540 including,but not limited to,the operating frequency of the equipment.The measurements shall
541 not exceed the acceptable level specified by the Hydraulic Institute.Certification that the units are
542 operating within acceptable limits shall be submitted to the A-E.
543 All data readings taken shall be compared to test curve information to show that the pump is
/1111 544 operating within its intended limitations.If not,corrective action shall be taken and new sets of
545 data procured.
0 546 The pump manufacturer's representative shall instruct the Owner's personnel in the operation,
547 maintenance,troubleshooting,lubrication and adjustment of all the equipment which he has
548 supplied.Instructions shall be a minimum of 8 hours and shall be scheduled in advance with the
549 A-E.
MI 550 PUMP SCHEDULE
PUMP NO. LOCATION GPM HEADFT. H.P. RPM
2 Duhart Creek 3680 210 500 1200
1 Catawba 3300 160 150 1770
Creek
2 Catawba 3300 160 200 1770
Creek
3 Catawba 3300 160 200 1770
Creek
III
551 Table 1
552 Pumps No. 1,2 and 3 at Catawba Creek shall match existing pumps and shall be 6"x 10"Figure
553 C5426L T-60 frame horizontal be as manufactured by Fairbanks-Morse Pump Corporation.The
554 pumps shall be variable speed.The variable frequency drives shall be provided by the Electrical
0111 555 Contract. 1770 RPM is maximum speed.Pump speed shall be variable from 1200 to 1720 RPM.
556 Pump No. 2 at Duhart Creek shall be 14"Figure B5743 T-80 frame vertical as manufactured by
557 Fairbanks Morse Pump Corporation and shall be constant speed.
/111 558 END OF SECTION 20351
PEASE 96075.00 Oct.17,1997 NON-CLOG PUMPS
Catawba Creek WWTP Decommissioning 20351-13

State of North Carolina
Department of Environment
and Natural Resources AIWA
x.) Division of Water Quality
�!
oc7, James B. Hunt, Jr. Governor
Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director ® E NJ F
November 25, 1997 DEC
Mr. Danny O. Crew, City Manager
City of Gastonia
Post Office Box 1748
Gastonia, North Carolina 28053-1748
Subject: Application No. WQ0009711
Additional Information Request
City of Gastonia
Catawba Creek WWTP
Decommissioning
Sewer Extension
Gaston County
Dear Mr. Crew:
The Non-Discharge Permitting Unit has completed a preliminary engineering review of the
subject application. Additional information is required before we can continue our review. Please
address the following by December 29, 1997:
1- Your project narrative states that the emergency equalization (EQ) basin (current polishing
pond) will only be necessary less than once per year based on maximum projected flow. Is
this maximum projected flow based on existing flows in the Catawba basin or does this
consider a "built-out" Catawba basin? If this is based upon existing flows, please evaluate the
system and determine how many times per year the emergency EQ basin would be utilized
with the flows generated in a "built-out" Catawba basin. How many times per year do you
project that the EQ basin (current aeration basins) will receive wastewater flows based upon
"built-out" flows?
2- The Division has concerns over the removal of the existing aeration equipment in the proposed
EQ basin. The use of chemical odor control is good for odor control, but how will such a
large slug of potentially septic wastewater (from the EQ basin and emergency EQ basin) affect
the treatment at the Long Creek wastewater treatment plant (WWTP)?
3- Based upon my calculations,estimating the rainfall in the area as 40 inches per year and
estimating the area of the EQ basin and emergency EQ basin to be approximately 3.75 acres,
there is over 4 million gallons per year of rainwater that will have to be transported to the Long
Creek WWTP for treatment and disposal. If the emergency EQ basin is only estimated to be
used less than once per year, the majority of this flow would be tributary to the WWTP within
a short period of time. Please evaluate this and verify that the EQ basins would be able to
equalize this flow over a long enough period of time that no flow violations would occur at the
Long Creek WWTP.
4- The Division has concerns over the upward slope of the drain line from the emergency EQ
basin back into the wet well. Please explain how you intend to eliminate solids buildup in this
drain line from the emergency EQ basin back into the wet well. I have seen the 6 inch flush
line coming into the 12 inch drain line close to the wet well (near the steepest upward slope),
but have concerns of it being able to maintain a 2 foot per second velocity in a 12 inch line.
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

5- How does the EQ basin drain back into the wet well. It appears as though the wastewater
would flow back into the wet well through the 24 inch overflow line just as easily as it would
flow through the 12 inch line. Without a profile view of the 24 inch line,it is hard to tell the
configuration of it between the vault and the wet well. There is a 90 degree elbow shown on
the overflow line which appears to go upwards which would force the wastewater through the
12 inch line,but the invert of the 24 inch line in the wet well is shown as 631.12 which
insinuates that the elbow is pointed downwards. Please discuss the flow of the wastewater
from the EQ basin back into the wet well.
6- Your project narrative states that the invert of the 24 inch drain line in the wet well will be set
at the high water alarm, however the plans show an invert of 631.12,the bottom elevation of
the wet well. Please eliminate this discrepancy.
7- The 24 inch overflow line is shown with a manually operated knife valve. What will be the
normal operating position of this valve? The Division has some concerns over both of the
following scenarios. If this valve is left open,based upon the invert level shown in the wet
well, the EQ basin will really act as an extended wet well. If normally in the closed position,
the valve will have to be manually opened upon sounding of the high water alarm.
8- Is the proposed emergency EQ basin lined?
9- The Division requires that all pump stations and force mains be permitted, as a pressure
system, and covered under one permit. Therefore the force main must be permitted with this
permit action. To permit the force main, a complete set of construction drawings,including
plan and profile views of the force main, is required.
Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention
at the address below. Please note that failure to provide this additional information on or before the
above requested date can result in your application being returned as incomplete.
If you have any questions regarding this request,please call me at(919) 733-5083,
extension 527.
• cerely,
Rick Moore
Environmental Engineer
Non-Discharge Permitting Unit
cc: Mooresville Regional Office,Water Quality
Permit File WQ0009711
J. N. Pease and Associates; Mr. Keith West, P.E.

•
V 1:'NYC• 1-71.4V11:( LTFI ,
t
•
Qliig .l (1 a Ionia ;,L { s,97
P.O.BOX 1748 „
astonia, North Carolina 28053-1748
DEPARTMENT OF
PUBLIC WORKS AND UTILITIES
July 7, 1997
Mr.A. Preston Howard,Jr.,PE
North Carolina Department of Environment,Health
and Natural Resources
Division of Environmental Management
Post Office Box 29535
Raleigh,North Carolina 27626-0535
Reference: Special Orders by Consent:
EMC WQ No.93-015 Long Creek WWTP
EMC WQ No.93-016 Crowders Creek WWTP
EMC WQ No.93-017 Catawba Creek WWTP
Gastonia,North Carolina
Subject: 1997 Second-Quarter Report
Dear Mr.Howard:
In compliance with the Special Orders by Consent issued by the EMC, we offer the following
Second-Quarter Progress Report detailing chronic toxicity reduction activities:
Long Creek WWTP EMC WO No.93-015
06/30/94 • The plans and specifications were completed and submitted to DEM for
review, approval, and funding. The improvements consisted of upgrading
the existing 8.0-MGD facility to 16.0 MGD with Biological Phosphorus
Removal,Chemical Trimming,and Filtration. In addition,major outfall lines,
an interceptor,and a pump station were included.
11/04/94 • Plans and specifications were advertised for bids.
12/31/94 • The Industrial Waste Survey was completed by the City of Gastonia Staff.

Mr.A. Preston Howard,Jr.,PE
Page 2
April 11, 1997
01/06/95 • DEM approved plans and specifications for construction.
01/25/95 • The City of Gastonia received approval of the Headworks Analysis from the
NCDEHNR/DEM Pretreatment Group.
02/07/95 • Metal analyses using Alum, Lime, and FeCL, with Control Samples versus
Filtered Samples were performed.
02/21/95 • Bids were approved and tentatively approved by City Council.
02/28/95 • LGC approved the funding source of the project.
03/08/95 • Bids were approved by DEM.
04/06/95 • The City of Gastonia began the process for Phase I Toxicity Characterization
by meeting with AWARE, Inc., and J.N. Pease Associates. This meeting
identified the scope of services and proposed an agenda of activities to be
implemented.
04/06/95 • The City of Gastonia discussed alternatives to SIU Chronic Refractory
Toxicity testing with Joe Pearce of DEM Pretreatment.
04/11/95 • The Industrial Waste Survey Summary was submitted to the
NCDEHNR/DEM Pretreatment Group.
04/19/95 • The contracts were executed for construction of the project within 900 days.
05/01/95 • The City continued to review the data collected for in-line testing of toxicity
within the collection system that serves the Long Creek Wastewater
Treatment Plant. The City began negotiations for additional consulting
services with AWARE, Inc., to continue the characterization of the
wastewater within this Basin.
05/10/95 • A Monthly Progress Meeting was held at the job site and the following notes
were generated.
• Contract No. 1 (General) Balfour Beatty.Inc.
• The Contractor reported that he had completed mobilization, had set up a
trailer on the site, and was in the process of erecting a fence around the
compound. Telephones were in place,and the Contractor anticipated moving
the remaining project staff to the job site in approximately one week. The
Contractor also reported that heavy logging to be done on the site had been
completed and that demolition work on the existing drying beds was in
progress. The Contractor had also initiated some preliminary work on the
installation of required erosion control measures.
• Contract No.2 (Electrical)Watson Electrical Construction Co.
• The Contractor reported that he had mobilized on the job site, had the field
office trailer in place,and temporary power had been supplied.

Mr.A.Preston Howard,Jr.,PE
Page 3
July 7, 1997
• Contract No.3 (Plumbing) Atlantic Coast Mechanical,Inc.
• The Contractor was in the process of mobilizing on the site.
• Contract No.4 (Mechanical) Atlantic Coast Mechanical,Inc.
• The Contractor was in the process of mobilizing on the site.
• Contract No. 5 (54"Outfall) BRS,Inc.
• The Contractor reported that he planned to mobilize on the site on May 22,
1995. To date,the Contractor has not done any work at the job site.
05/23/95 • Performed SIU toxicity screenings for the following industries: (1) Danaher;
(2) Freightliner; (3)Ithaca; (4) Larjak;and (5) Stabilus.
05/31/95 • The City of Gastonia received approval of the Industrial Waste Survey.
06/13/95 • Performed SIU toxicity screenings for the following locations: (1) Long Creek
WWTP; (2) Rankin Lake; (3) Wren Turnpike; (4) Cleveland; and (5)
Northwest Boulevard.
07/12/95 • Contract No. 1- (General) Balfour Beatty,Inc.
• Balfour Beatty Construction, Inc., submitted a copy of their Progress Report.
In addition to the items listed on their Progress Report, Balfour Beatty
reported that they had also begun excavation for the new aeration tank.
• Contract No.2- (Electrical) Watson Electrical Construction Co.
• The Contractor reported that he had completed the installation of the
ductbank between the Generator, the Lab Control Building, and the service
drop. In addition,the Contractor reported that he had set Manhole No. 1 and
Handhole No. 1;and that he would also set Manhole No. 2.
• Contract No. 3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that he had been working on the under-slab piping
at the Lab Control Building.
• Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor reported that there had been no progress to relate on this
contract for the previous month.
• Contract No. 5- (54-Inch Outfall) BRS,Inc.
• The Contractor reported that he had installed approximately 200 linear feet of
the 54-inch pipe and was currently in the process of making a creek crossing.
The only clearing work remaining to be completed by the Contractor is the
work adjacent the ballfield at Old Spencer Mountain Road.

Mr.A. Preston Howard,Jr.,PE
Page 4
July 7, 1997
08/09/95 • Contract No. 1- (General) Balfour Beatty,Inc.
• The Contractor reported that he had begun mass excavation for the aeration
tank,and that work had begun on the structural excavation. Backfill has been
placed for the SCR tank. Drains and screens have been installed on the SCR
tank.
• Concrete has been placed for the slab center sections of Final Clarifiers Nos. 1
and 2. Rebar has been installed for the Final Clarifier No. 1 slab. Under-slab
piping is in place at Final Clarifiers Nos. 1 and 2. The dewatering system is
being installed at the Main Lift Station.
• Grading for the new Blower Building is complete. Concrete has been placed
for the Manhole No. 9 slab.
• Contract No.2-(Electrical)Watson Electrical Construction Co.
• Under-slab conduits are in place at the Lab Control Building.
• Ductbank has been placed through Manhole No. 4 and on toward the new
Blower Building.
• Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• Under-slab piping is in place at the Lab Control Building.
• Contract No.4-(Mechanical) Atlantic Coast Mechanical,Inc.
• The Contractor reported that there had been no progress to relate on this
contract for the previous month.
• Contract No. 5-(54-Inch Outfall) BRS,Inc.
• The Contractor reported that approximately 1,600 linear feet of pipe is in
place and two creek crossings are complete.
• Two-thousand more feet of pipe will be delivered through the Long Creek
Wastewater Treatment Plant site over the next 14 days, followed by stone
deliveries.
• The Contractor reported that work on the tunnel will begin on September 5;
and,except for the tunnel work,the project is on schedule.
09/13/95 • Contract No. 1- (General) Balfour Beatty,Inc.
• The Contractor reported that he had completed mass excavation and
structural excavation for the new aeration tank.
• The remainder of the backfill has been placed around the solids contact
reactor.
• The under-slab piping at the Blower Building has been installed.

Mr.A. Preston Howard,Jr.,PE
Page 5
July 7, 1997
• The slabs for Clarifiers Nos. 1 and 2 have been poured.
• The dewatering at the Main Lift Station is progressing.
• Approximately one-half of the slab at the Lab Control Building has been
poured.
• The Contractor has begun some excavation at the Main Lift Station.
• Some work has been done on the yard piping adjacent Clarifier No. 1.
• The relocation of the existing piping and conduit at the Main Lift Station is
nearly complete.
• The Contractor is in the process of forming the walls on Clarifier No. 2 and
excavating for Clarifier No.4.
• Some work has been done on the installation of the storm drain piping.
• Contract No.2-(Electrical)Watson Electrical Construction Co.
• The Contractor reported that he has installed underground conduit at the
Blower Building,and that manhole installations are complete.
• The installation of eight handholes has been completed to date.
• The ductbank from Manhole No. 5 through Manhole No. 8 has been
completed.
• Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that he has completed the under-slab piping in the
Lab Control Building.
• Contract No.4- (Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor reported that there had been no progress to relate on this
contract for the previous month.
• Contract No. 5- (54-Inch Outfall) BRS;Inc.
• The Contractor reported that approximately 3,700 linear feet of pipe was in
place and that 35 feet of the tunnel has been completed.
10/11/95 • Contract No 1- (General) Balfour Beatty,Inc.
• The under-slab drain line in the new aeration tank has been installed.
• The slabs for the Solids Contact Reactor Pump Station, along with the under-
slab piping,have been installed.
• Work is currently progressing on the construction of the walls for the SCR
Pump Station.
• The Blower Building slab has been installed, and the Contractor is currently
working on the air intake plenum.

Mr.A.Preston Howard,Jr.,PE
Page 6
July 7, 1997
• Walls on Clarifier No. 2 have been completed. Approximately one-third of
the walls on Clarifier No. 1 have been completed.
• The relocation of the existing underground piping and conduit at the Main
Lift Station has been Completed.
• Good progress has been made on the excavation of the Main Lift Station.
Excavation of the rock is nearing completion.
• Work has started on the CMU at the Lab/Control Building.
• Excavation for Clarifier No. 4 has been completed, along with the under-slab
piping and forming for the center section.
• The Contractor has been working on the installation of the storm drains.
• Contract No.2- (Electrical) Watson Electrical Construction Co.
• The installation of the ductbank through Manhole No. 10 has been completed.
• The ductbank from Manhole No. 5 to the Main Lift Station and the Blower
Building Substation has been completed.
• The ductbank to Handhole No. 6 has been installed.
• The Contractor is currently working on the ductbank from Manhole No. 3 to
Manhole No.5.
• The Contractor is working on the installation of the conduit in the
Lab/Control Building as the masonry work progresses.
• Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor is working on the wall rough-ins in the Lab/Control Building.
• Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor reported that there had been no progress to relate on this
contract for the previous month.
10/11/95 • Contract No. 5-(54-Inch Outfall) BRS,Inc.
• There are approximately 1,500 linear feet of pipe remaining to be installed
and that 122 feet of the tunnel have been completed.
11/08/95 • Contract No. 1- (General) Balfour Beatty,Inc.
• Groundwater remediation has been implemented in about one-third of the
area of the aeration tank and a mud mat has been poured.
• Work is continuing on the masonry for the Lab/Control Building.
• Pointing and patching work on Clarifier No. 2 has been completed, and the
clarifier is ready for hydrostatic testing.
• The slab has been poured at Clarifier No.4.

Mr.A.Preston Howard,Jr.,PE
Page 7
July 7, 1997
• Excavation for the center section of Clarifier No.3 has been completed.
• The installation of the large-diameter piping from Clarifier No. 1 toward
Manhole No. 7 has been started.
• Progress has been made on the excavation at the Main Lift Station and this
work is nearing completion.
• The concrete work at the solids contact reactor and pump station is complete
except for the construction of the effluent troughs.
• Excavation is under way at the filters.
• The air piping at the plenum in the Blower Building has been installed.
• Piping for the sludge loading station has been installed.
11/08/95 • Contract No.2- (Electrical) Watson Electrical Construction Co.
• Work is continuing on the rough-ins for the Lab/Control Building.
• The under-slab conduit at the Blower Building has been completed.
• Some of the sump pumps in the ductbank manholes have been set.
11/08/95 • Contract No 3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The interior wall rough-ins have been completed in the Lab/Control
Building.
11/08/95 • Contract No.4- (Mechanical)Atlantic Coast Mechanical,Inc.
• Some control rough-ins have been completed in the Lab/Control Building.
11/08/95 • Contract No. 5- (54-Inch Outfall) BRS,Inc.
• The installation of the tunnel and carrier pipe was completed.
• Work continued between the tunnel and the South Fork River.
11/30/95 • Coordination meeting was held to establish schedule of operation for the
Long Creek WWTP Pilot Plant.
12/04/95 • Long Creek WWTP Pilot Plant began operation. The influent wastewater to
the pilot plant was 75%Long Creek and 25%Catawba/Duhart Basin flow.
12/15/95 • Core Team met to discuss the pilot plant operation. The pilot plant is
beginning to stabilize on Unit B. Unit A will require additional adjustment.
Action items that were discussed included biological nutrient removal,
secondary clarifiers, oxic reactors, temperature control and potable waterline
to the site.

Mr.A.Preston Howard,Jr.,PE
Page 8
July 7, 1997
12/22/95 • Core Team met to discuss the pilot plant operation. Unit B is still operating
more efficiently then Unit A. Action items discussed included laboratory
analyses, biological nutrient removal, tertiary treatment, toxicity and
equipment maintenance.
01/10/96 • Contract No. 1- (General) Balfour Beatty,Inc.
• The construction of the bottom slab of the aeration basin has been completed,
and the construction of two walls is in progress.
• The precast concrete roof structure for the Blower Building is installed, and
the erection of the masonry work is under way.
• The installation of the structural steel and the brick veneer for the La/Control
Building is under way.
• The center section of Final Clarifier No. 3 is completed. Work on the bottom
of the slab for the clarifier is in progress.
• Final Clarifier No. 1 has been hydrostatically tested. The clarifier passed the
test and backfilling around the structure is in progress.
• The under-slab piping for the filters is complete.
• The elevator base,mud slab,and under-slab drain piping from the elevator to
the sump pit at the Main Lift Station are all complete.
.• The under-slab piping for Clarifier No.3 is complete.
• Flushing water lines have been installed from the southwest corner of the
drying beds to within approximately 100 feet of the manhole.
• Manholes Nos. 5, 6, 17,and 18 have been installed.
• The 24-inch ductile iron pipe from Manhole No.2 to Manhole No. 10 has been
installed.
• The eight-inch ductile iron pipe from the solids contact reactor to Drain
Manhole No. 10 has been installed.
• The three-inch domestic water line to the new potable water well has been
installed.
• The 48-inch ductile iron pipe under Manhole No. 1 has been installed.
• The eight-inch ductile iron pipe raw sludge line from Manhole No. 1 to the
existing raw sludge pump station has been installed.
• Contract No.2 (Electrical)Watson Electrical Construction Company
• Work on the installation of the exposed conduit in the Lab/Control Building
Mechanical Room is in progress.

Mr.A. Preston Howard,Jr.,PE
Page 9
July 7, 1997
• Work on the construction and erection of the service pole and the service
drop conduit is in progress.
• The underground conduit at Substation No.4 has been installed.
• The rough-ins in the Blower Building are under way.
• The installation of the lighting at the Blower Building has been completed.
• The ductbank at the existing Blower Building has been completed.
• Contract No.5 (54-Inch Outfall) BRS,Inc.
• All work is complete except for some remaining restoration work.
• The concrete headwall has been constructed and riprap has been placed on
the creek bank from the headwall to the creek.
• A temporary bulk head has been installed in the line to prevent the river from
surcharging the outfall line until such time as it is placed in service. The line
was tested and it passed the test requirements.
02/06/96 • A conference was conducted at the office of the A/E in Charlotte to review
the schedule prepared by the General Contractor and to give other Prime
Contractors an opportunity to identify any conflicts, problems, or other
issues. The following is a summary of the key items that were discussed.
• The contract period is 30 months for all Prime Contractors. The General
Contractor has prepared a schedule requiring completion of the work by all
Prime Contractors in 24 months. At the time of the meeting, the General
Contractor was not willing to change the 24-month schedule.
• The General Contractor is presently six-to-eight weeks behind schedule, but
he anticipates being able to make up the lost time. The General Contractor
attributes a large portion of the delays,to date,to bad weather.
• The Electrical Contractor's representative stated that they could not complete
the work in 24 months and they have serious reservations about the General
Contractor's ability to complete the work in 24 months. The Electrical
Contractor's representatives further stated that they had serious reservations,
based on the progress to date, about their ability-as well as the ability of the
General Contractor - to complete the work within the 30-month contract
period.
• The Electrical Contractor presented a detailed review of the General
Contractor's schedule and the associated electrical manpower requirements.
The bulk of the electrical work, as presented by the Electrical Contractor, has
been compressed into a four-to-five month period necessitating as many as 50
workers per month. The Electrical Contractor said that he could not meet this
requirement.
• The A/E advised the Contractors that the NC State Statutes for multiple-

Mr.A. Preston Howard,Jr.,PE
Page 10
July 7, 1997
prime contract construction are applicable. The A/E further advised that the
General Contractor, as project expediter, has the responsibility to prepare a
construction schedule for the entire project for all Contractors. The General
Contractor also has the responsibility to cooperate with and obtain from the
other Prime Contractors their respective schedules and to integrate them into
a Project Progress Schedule which will show,by detailed CPM, the projected
progress from start to finish within the allotted time frame.
• The A/E STRONGLY recommended that all of the Prime Contractors sit
down together and work until they can develop a schedule on which each
Prime Contractor is willing to "sign-off" and that the schedule reflect the
actual projected progress and completion date. The A/E expressed the
opinion that if the schedule issues are not resolved immediately, the project is
headed for serious problems and the project progress will be seriously
impacted because the Prime Contractors will be "fighting" each other rather
than cooperating to get the work completed.
• The General Contractor's representative expressed his opinion that the
"smaller" Prime Contractors would never agree to, or "sign-off" on, any
schedule which shows an early completion because the "smaller" Primes
would then incur liability.
• The General Contractor's representative advised that the current schedule
prepared by the General Contractor, which requires early completion by all
Prime Contractors, cannot be changed without approval from Upper
Management at the Home Office.
• The A/E asked the General Contractor to request the necessary approval to
revise the schedule and to report on the Home Office's response at the
scheduled February 14, 1996, Construction Progress Conference. Regardless
of the Home Office's decision, the Contractor was asked to prepare a
schedule which reflected the actual projected progress of the other Primes.
• The Plumbing and Mechanical Contractor's representative expressed his
concern over the ability of all Prime Contractors to meet the early completion
date as well as his own ability to meet the early completion date as a
Subcontractor to the General Contractor for the mechanical work.
• In conclusion, the A/E requested that all the Prime Contractors begin
working together now to resolve the scheduling problems; and that the
General Contractor,as project expediter,take the lead in this effort.
03/13/96 • Contract No. 1- (General) Balfour Beatty,Inc.
• The exterior walls of the aeration basins were completed and some work was
accomplished on the interior reinforced concrete walls.
• Drying-in of the Blower Building was completed.
• The erection and welding of the structural steel roof framing for the

Mr. A. Preston Howard,Jr.,PE
Page 11
July 7, 1997
Lab/Control Building was completed. The roof framing is currently ready
for placement of the standing-seam metal roofing, and the standing-seam
metal roofing is stockpiled on site.
• The reinforced concrete walls on Clarifier No.3 were completed.
• Hydrostatic tests were conducted on Clarifiers No. 2 and No. 3. Each clarifier
passed the test.
• All under-slab piping at the filters was installed. The reinforcing and
forming for the filter bottom slab was completed and the placement of the
concrete was taking place (approximately 1,100 cubic yards).
• One of the four pours for the walls at the Main Lift Station up to Elevation
647 was completed.
• The roof drain system for the Blower Building was installed.
• The installation of the new water line for the new well was completed. The
General Contractor was waiting for the Electrical Contractor to provide the
power and control wiring.
• Several catch basins and sections of drain pipe were installed.
• Contract No.2-(Electrical) Watson Electrical Construction Company
• The switchgear at the Blower Building was set.
• Three sections of MCC4 were installed.
• The blower alarm panels were installed.
• The exterior lights at the Blower Building were installed.
• The exterior lights were installed on the Lab Office Building, along with five
combination starters,panel interiors,Panel LOLA,and Panel LOLB.
• Some of the work for the controls for the well pump was completed.
• Some of the excavating, undercutting, and backfilling for the Generator
Facility was completed during the previous month. The Contractor was
scheduled to pour some of the footings.
• Contract No.4 (Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor has started the installation of the plenum at the Blower
Building and has set some of the exhaust hoods.
• The air handling unit at the Lab/Control Building was set.
• The installation of the duct work at the Lab/Control Building was started.
• Contract No.5 (54-Inch Outfall) BRS,Inc.
• Construction is complete.

Mr.A.Preston Howard,Jr.,PE
Page 12
July 7, 1997
• Contract No. 1- (General) Balfour Beatty,Inc.
05/03/96 • Crews continued to work on the aeration tanks by stripping forms from the
center walls.
• The Blower Building plenum was installed.
• The filter bays were formed.
• Work was being done on Final Clarifiers Nos. 1, 2, and 4. Equipment was
being installed in Clarifier No. 1. Backfilling was being done around the
structures of Clarifiers Nos. 2 and 4.
• The Generator Facility pad was poured.
• Iron workers were setting columns and wall mats at the Main Lift Station.
• Work on Manholes Nos. 1,2,6,and 10 was being performed.
• Roadways adjacent to the Lab/Control Building were excavated to subgrade.
• General site grading was occurring.
• The sludge holding tank base slab is being formed.
• Miscellaneous yard piping is being installed.
06/06/96 • Contract No. 1- (General) Balfour Beatty,Inc.
• The straight walls, both interior and exterior, of all major cell divisions are
poured to the bottom of the"Y."
• The Blower Building is dried-in and the windows are set. The electrical
switchgear is set. The air intake plenum is approximately 50 percent
complete.
• The ductbank is 80 to 90 percent complete.
• Work on the filters is continuing.
• Center columns and the rotating arm support gauge with the motor drive in
place are set on Final Clarifiers Nos. 1 and 2.
• The return sludge draw-off manhole on Final Clarifier No.3 is complete.
• Backfill and compaction is on-going on Final Clarifier No. 4.
• All generators and switchgear are set on the General Facility.
• The screw pumps for the Intermediate Lift Station have been delivered and
painted.
• All plumbing fixtures are complete and have been tested in the Lab/Control
Building.

Mr.A. Preston Howard,Jr.,PE
Page 13
July 7, 1997
• The walls in the Main Lift Station are poured to Elevation 661.
• Preliminary treatment excavation is in the final process.
• Roadways in the new parking area near the Lab/Control Building are in
progress.
• The slab in the sludge holding tank is poured.
• The Solids Contact Reactor and Pumping Station structures are in place and
piped.
• The Static Aerator Tank is set as well as the concrete-encased floor-slab level.
• Storm drains are 70 percent complete.
06/28/96 • Contract No. 1- (General) Balfour Beatty,Inc.
• Work continues on the"Y"walls in the aeration tanks.
• The base slabs for the air metering vaults have been poured.
• Evacuation on the chlorine contact tank has begun.
• Forms from the filter construction have been removed.
• Equipment for Final Clarifier No. 1 is being painted.
• Trough walls are being poured on the east side of Final Clarifier No.2.
• Pouring of slabs along the north side of the Main Lift Station is complete.
• Forming of the beams and slab on the main deck of the Main Lift Station
continues.
• The south wall on the static aerators is being formed.
07/10/96 • Installation of the 42-inch underground piping between Manholes Nos. 2 and
3.
• Installation of the 36-inch underground piping from Manhole No. 10 to the
area adjacent to the Balfour Beatty dry shack.
• Construction of three drain manholes and associated drain lines.
• Installation of sluice gates and gate operators on the sludge draw-off
manholes at the clarifiers.

Mr.A.Preston Howard,Jr.,PE
Page 14
July 7, 1997
07/10/96 • Contract No.2- (Electrical)Watson Electrical Construction Company
• The medium-voltage cable was pulled to Substation No. 1 and Substation No.
2.
• The loop from Substation No. 1 to Substation No. 2 was pulled.
• The cable from the service switchgear to Manhole No. 5 to feed Substation
No.3 was pulled.
• The feed from Substation No.4 to Manhole No.5 was installed.
• The rough-ins .in the Lab/Control Building were completed with the
exception of the rough-ins for the Lab appliances and duct heaters.
• Construction of the overhead delivery pole was completed.
• Block-outs and conduits were installed in the Main Lift Station's main floor
slab.
• Conduits were installed in the"Y"walls at the aeration basin.
• The generator structure was completed except for the installation of the steel
grating.
• Rough-in work was performed in the Preliminary Treatment Facilities.
07/10/96 • Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• There was no representative from the Contractor's office to provide a report
of the work performed.
07/10/96 • Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
• There was no representative from the Contractor's office to provide a report
of the work performed.
07/10/96 • Contract No. 5- (54-Inch Outfall)) BRS,Inc.
• The contract has been completed, and the Contractor has been advised to
submit his final pay request and the required close-out documentation.

Mr.A. Preston Howard,Jr.,PE
Page 15
July 7, 1997
08/14/96 • Contract No. 1- (General))Balfour Beatty Construction,Inc.
• Approximately 75 percent of a 36-inch force main was completed.
• Approximately 90 percent of the 54-inch RCP from the filters to Manhole No.
8 was completed.
• The return activated sludge line in front of the clarifiers was completed.
• Approximately 75 percent of the air piping in the Blower Building was
installed.
• Drain Manhole No.23 was constructed.
• The 54-inch RCP from the static aerator to Manhole 23 was installed.
• Drain Manhole No. 13 was constructed.
• Most of the clarifier equipment installation work was completed. The
Contractor anticipates that all the remaining work will be completed next
week.
08/14/96 • Contract No.2- (Electrical)Watson Electrical Construction Co.
• All work in the Lab/Control Building was completed with the exception of
some trim work and the hookup of some equipment.
• The Blower Switchboard and Substation No. 1 was energized.
• Installed the cable trays at the generator sets.
• Miscellaneous rough-ins in the "Y"walls at the aeration basins,etc.
• Installed approximately 75 percent of the clarifier conduit.
08/14/96 • Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that all the interior finishes in the Lab/Control
Building were completed and tested with the exception of the shower heads
in the Locker Room.
08/14/96 • Contract No.4- (Mechanical) Atlantic Coast Mechanical,Inc.
• The Contractor reported that he is 90 percent complete with all the rough-ins
and trim, and that he is waiting for the charcoal filter to be received. As soon
as it arrives,it will be installed.

Mr.A. Preston Howard,Jr.,PE
Page 16
July 7, 1997
09/11/96 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• Sixty-inch RCP was installed from Manhole No. 7 to the 45 at the
intermediate pump station
• Thirty-six-inch ductile iron pipe was installed from Manhole No. 10 to the
final clarifier.
• Drains were installed at the aeration tank,south side.
• Forty-eight-inch reinforced concrete pipe was installed from the aeration tank
to Manhole No. 6.
• Gate and valve operators and hardware were installed at the return sludge
draw-off manholes and final clarifiers.
• Piping was installed for the return sludge draw-off manholes.
• Blowers were set and piped down at the Blower Building.
• Manholes were set as follows: Nos. 12, 13, 14,and 20.
09/11/96 • Contract No. 2- (Electrical) Watson Electrical Construction Co.
• Ductbank from Manhole No. 10 to Substation 4.
• Medium-voltage cable and terminations.
• Lab control extras for surface-mounted electrical service are complete.
• The grating was installed at the generator facility.
• Power and control wiring for the pumps in the electrical manholes were
completed.
09/11/96 • Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that all prior work in the Lab/Control Building has
been completed with the exception of the trim in the air compressor housing.
09/11/96 • Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
• Installation of the ductwork and accessories at the Lab/Control Building is 95
percent complete.
• The HVAC unit has been started up. Controls are in place.

Mr.A.Preston Howard,Jr.,PE
Page 17
July 7, 1997
10/09/96 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• Ductile iron air piping was installed from the Blower Building to the metering
vaults.
• Thirty-six-inch ductile iron pipe was installed from Manhole No. 10 to the
final clarifier.
• Digester No.3 was prepared in anticipation of the cover being lifted off.
• Piping and equipment was placed in the Main Lift Station.
• Sluice gates were installed at the Main Lift Station.
• A 12-inch filter drain to Manhole No. 108 was installed.
• A flushing water line was installed at the aeration tank.
• A 12-inch drain was installed from Manhole No. 20 to the Intermediate Lift
Station.
• The eight-inch drain from the clarifier to Manhole No. 108 was completed.
• The 60-inch RCP tie-in between Manhole No. 6 to the denitrification basin
was completed.
• The FRP chemical storage tank was set.
• Excavation was completed at the west half of denitrification, Filter Control,
and Chlorine Contact Buildings. Backfilling around the aeration tanks,
clarifiers and Filter Buildings is 95 percent complete.
• Concrete work was being performed on the baffle walls at the aeration basins,
final clarifier trough walls, filter structure interior walls, and influent trough.
Chlorine contact exterior walls are 90 percent complete. The denitrification
basin mud slab on the west half was poured.
• Yard piping on the new filters, aeration tank air vaults, and the existing
clarifiers was being performed.
• Contract No.2- (Electrical)Watson Electrical Construction Company.
• The ductbank from the Filter Control Building out to the filters, the
intermediate lift station,and the digester was completed.
• The rough-ins in the slab and the wall conduits were installed in the Filter
Control Building.
• The rough-in in the slab for the chemical feed was installed and panels and
transformers were hung.
• Blowers in the Blower Building were hooked up and the MCC sections were
set to complete the switchgear.

Mr.A. Preston Howard,Jr.,PE
Page 18
July 7,1997
•
•
• The ductbank to the chlorine storage facility was run.
• Conduits were started from sludge draw-off Manholes No. 1 and No. 2 at the
clarifiers.
• The switchgear was set at the Filter Control Building and the Main Lift
Station.
• Contract No. 3-(Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that he had finished work in the Lab/Control
Building with the exception of starting the vacuum and compressed air
systems which he plans to do this week and completing the trim around the
water fountain.
• Contract No.4- (Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor reported that at the Lab/Control Building, the split system
heat pump has been started up, the duct heaters have been installed; and, at
the time of the meeting, he was in the process of testing and balancing the
system.
11/13/96 • Contract No. 1- (General)Balfour Beatty Construction,Inc.
• The cover on Digester No. 3 was lifted.
• The emergency vaults by the Main Lift Station were set.
• Forty-two-inch RCP from the Chlorine Contact Tank to Manholes Nos. 8 and
9 was installed.
• Recirculation pipe was installed by the new aeration tank.
• Pipe,valves,pumps,etc.,were installed at the Main Lift Station.
• Flushing water and chlorine solution lines were installed by the filters.
• Walkways were installed on the clarifiers.
• Contract No. 2-(Electrical) Watson Electrical Construction Co.
• The site lighting at Area 708 was completed.
• Lights and all related wiring in the switchgear in the Filter Building were
installed.
• Wiring from the Filter Building to the clarifiers was accomplished.
• The Chlorine Storage slab conduits were roughed in.
• Wiring of the Chemical Feed was completed; lights and outlets were
installed;conduits for the pumps were run.
• Conduits were installed from the Preliminary Treatment up to the entry to

Mr.A.Preston Howard,Jr.,PE
Page 19
July 7,1997
the Main Lift Station.
• Ductbank from the recirculating pump manholes to the air metering vaults
was installed.
• The slab and wall conduits at the DAF were roughed in.
• Generators were hooked up.
• Contract No. 3- (Plumbing)Atlantic Coast Mechanical,Inc.
• The Contractor reported that he had finished work in the Lab/Control
Building.
• Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
• The Contractor reported that at the La/Control Building,the split system heat
pump has been started up, the duct heaters have been installed; and, at the
time of the meeting he was in the process of testing and balancing the system.
12/11/96 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• Backfill is complete on all structures except the east and south sides of the
Chlorine Contact Tank. Grading for the road and curb south of the final
clarifiers is complete and the road base will proceed as weather permits.
• All concrete work on the final clarifiers is complete. Atlantic Coast
Mechanical is installing walkways and handrails.
• Large bore piping and pumps have been installed at the Main Lift Station.
The main roof slab is being formed and a wall pour is scheduled in
December. Preliminary treatment concrete work is complete and work is
proceeding on the grit hopper.
• The aeration basin wall concrete is complete and the remaining supported
slabs will be completed this week.
• The Lab Control Building and parking lot have been turned over to the City
of Gastonia and they are currently occupying them.
• The filter control building is complete and the mechanical/electrical trades
are currently working inside.
• The chemical feed building is complete and the mechanical/electrical trades
are currently working inside.
• The concrete work at the Chlorine Storage Building is complete. The precast
superstructure and masonry work will be complete in December.
• The chlorine contact tank is completed.
• Excavation of the Intermediate Lift Station began on December 3, 1996.

Mr.A.Preston Howard,Jr.,PE
Page 20
July 7, 1997
• Excavation is complete on the Digester Sludge Holding Tank. Footings have
been poured for the control building. The base slab for the digester has been
poured.
• The precast column beams and double tees at the C12 and SO2 Storage Facility
have been set.
• The precast columns at the DAF Control Building were set.
• The installation of blowers, pipe, etc., at the Filter Control Building is
complete.
• Pipes and valves at emergency vaults at the Main Lift Station were installed.
• Air pipe from the aeration tank to the air metering vaults was installed.
• Roof drains at the chemical feed building were installed.
• Chemical tanks at the Chemical Feed Building were installed.
• The drain piping was completed and floor drains at the DAF Building were
set.
• Piping and equipment connections in the Blower Building were completed.
• The bridge handrails on Final Clarifiers Nos.2,3,and 4 were set.
• The non-clog pumps at the New Aeration Tank were set.
• Contract No.2-(Electrical)Watson Electrical Construction Co.
• Ductbank was installed from Handhole No. 9 to the DAF. Conduits out of
the DAF were installed to various structures.
• The generator control wiring is on-going.
• Site lighting conduits were installed in Area 6.
• Lights were installed in the Pump Room of the Main Lift Station.
• Ductbank was installed from Manhole No. 11 to Handhole No. 10.
• Ductbank was installed from Handhole No. 6 to the Main Lift Station.
• Installation of lights and associated wiring continued in Air Metering Vaults
Nos. 1 through 4.
• Contract No.3- (Plumbing)Atlantic Coast Mechanical,Inc.
• No work was performed by the Contractor during the previous month, other
than the work on the punch-list items in the Lab/Control Building.
• Contract No.4-(Mechanical) Atlantic Coast Mechanical,Inc.
• Roof curbs and fans for the Filter Control Building were set.

Mr.A.Preston Howard,Jr.,PE
Page 21
July 7, 1997
01/1997 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• Chlorine Storage Building - Masonry work is 100 percent; roofing is 100
percent; monorail is 100 percent; and equipment pads are 100 percent
complete.
• Intermediate Lift Station-Upper base slab is 100 percent;upper walls are 100
percent;and excavation of the lower base slab is 100 percent complete.
• DAF Control Building-All concrete work is 100 percent; equipment pads are
100 percent; roofing is 100 percent; masonry interior is 100 percent; and
masonry exterior is 30 percent complete.
• Air Meter Vault No.5 is 100 percent complete.
• Recirculation Pump Station No.3-Concrete is 100 percent complete.
• Main Lift Station - Masonry exterior is 80 percent complete; masonry interior
is 50 percent complete; roofing is 100 percent complete; monorail is 100
percent complete; and the concrete stairs from the bottom floor to the
Mezzanine are complete.
• Grit Hopper - Excavation is 100 percent; demolition is 100 percent, and
footings are 100 percent.
• Handrails - Clarifiers Nos. 1 through 4 are 100 percent complete; Manhole
No. 7 is 100 percent complete,and Manhole No. 1 is 100 percent complete.
• Sludge Holding Tank-The main slab concrete is 100 percent complete.
• Digester Building Addition-Footings are 100 percent complete.
• Storm Sewers - From the Clarifier No. 4 Area to the Digester entrance is 100
percent complete. From the DAFT Control Building Area to the Digester
Area is 100 percent complete.
• Filters-The north side of the walkway slab is 100 percent.
01/1997 • Contract No.2- (Electrical)Watson Electrical Construction,Inc.
• The ductbank to the Main Lift Station was installed.
• The blower control cabinets were set in the Blower Building. Conduit for
EMO and vibration sensors was run.
• The aeration air metering vaults'control conduits were run.
• Lights, chlorine storage set, various disconnects, and panel cans for the
feeders were installed. The heater units were installed.
• Wall conduits for MC 8-9-10 were installed at the Intermediate Lift Station.

Mr.A.Preston Howard,Jr.,PE
Page 22
July 7,1997
01/1997 • Contract No.4- (Mechanical) Atlantic Coast Mechanical,Inc.
The Contractor reported that he is continuing with the installation of roof
curbs, exhaust fans, and unit heaters as areas for this work are completed by the
General Contractor.
02/1997 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• Sludge and Gas Holding Tanks - The circular wall concrete is 25 percent
complete.
• Main Lift Station - The upper level concrete stairs are 100 percent complete.
The pump bases are 100 percent complete. The masonry exterior is 100
percent complete. The roof flashing and fascia are 100 percent complete.
• The handrail at the aeration tank is 35 percent complete.
• DAF Control Building - The masonry exterior is 100 percent complete. The
roof flashing and fascia are 100 percent complete.
• Chlorine Storage Building - Louvers are 100 percent complete. Roof flashing
and fascia are 100 percent complete.
• Grit hopper walls are 100 percent complete.
• Intermediate Pump Station - The upper suspended slab is 100 percent
complete. The lower slab-on-grade is 100 percent complete. The backfill
slope is 100 percent complete. The mud mat on the slope is 100 percent
complete. The upper walls are 100 percent complete.
• The SCADA tower base has been poured.
• Miscellaneous Work Included:
• Completed the four-inch flushing water line at aeration.
• Started the recirculation pipe at aeration.
• Started recirculation pipe at existing aeration basins.
• Installed a 48-inch influent pipe at the Preliminary Treatment
(approximately 80 percent).
• Chemical Building Pipe
• Chlorine Building Pipe
• Energized four-inch flushing water at new aeration basins.
• Installed 60-inch closure piece at Intermediate Lift Station.
• Completed large bore pipe at the Main Lift Station.
• Installed valve stems and guides at the filters.

Mr.A. Preston Howard,Jr.,PE
Page 23
July 7, 1997
• Chipped 54-inch pipe at Manhole No. 8.
• Chipped 42-inch pipe from Manhole No. 8 to Chlorine Contact.
• Chipped 42-inch pipe from Manhole No.9 to Chlorine Contact.
03/1997 • Contract No. 1- (General) Balfour Beatty Construction,Inc.
• The circular wall concrete is 45 percent complete at the sludge and gas
holding tanks.
• The First Floor slab-on-grade is 50 percent complete at the Digester Control
Building Addition.
• At the Main Lift Station, exterior concrete steps are 10 percent complete;
backfill is 90 percent complete; the elevator is 90 percent complete; and the
interior masonry is 98 percent complete.
• At Preliminary Treatment,miscellaneous slabs-on-grade are 100 percent.
• At the Grit Hopper, the suspended slab is 100 percent complete and the
sloping hopper walls are 50 percent complete.
• At the aeration tank, the north walkway grading is complete and the
handrails are 95 percent complete.
• At the Intermediate Pump Station, the upper suspended slab is 100 percent
complete;the lower walls are 100 percent complete;and the sloping main slab
is 30 percent complete.
• At the filter structure, the closures are 75 percent complete and walkways are
20 percent complete.
• Storm drains,road subgrade at final clarifiers; sidewalks at the final clarifiers,
and the sidewalks at the generators were delayed by rain.
• At the static aerator, the backfill is 75 percent complete. Work on the drains
was delayed by rain. -
04/1997 • Contract No.1- (General) Balfour Beatty,Inc.
• The circular wall concrete at the sludge and gas holding tanks is 50 percent
complete.
• At the Digester Control Building Addition, the First Floor slab-on-grade and
columns are completed
• At the Main Lift Station,the exterior stairs and elevator are completed.
• At the Grit Hopper,the structure is 90 percent complete.
• At the Intermediate Pump Station, the upper walls and suspended slab are
completed. The upper and lower motor supports and the sloping walls have
been started.

•
Mr.A.Preston Howard,Jr.,PE
Page 24
July 7, 1997
• At the Filter Structure, walkways and tie-ins are completed and the handrail
has been started.
• Storm sewers at the clarifiers are completed,and the curb at the final clarifiers
is completed.
• Backfill at the Static Aerator is completed.
• The piping in the"Y"walls at the aeration tank have been completed, and the
piping at the air metering vaults has been repaired.
• At the final clarifiers, motor operators at the sludge drain-off manholes have
been installed. Alignment of the clarifiers and testing of the RCP have begun.
• Piping of the pumps in the Chemical Feed Building is completed.
• The 48-inch RCP from Manhole No.6 has been started.
• The 54-inch at the static aerator is completed.
05/1997 • Contract No. 1- (General) Balfour Beatty,Inc.
• The circular wall concrete at the sludge and gas holding tanks is 50 percent
complete.
• Shoring for the Second Floor was started at the Digester Control Building
Addition.
• At the Main Lift Station and Preliminary Treatment, the void was filled and
the slab was poured.
• At the Grit Hopper,the stairs are finished and the structure is complete.
• At the Intermediate Pump Station,the sloping slab is 80 percent complete;the
upper motor supports are finished, and the sloping walls are 80 percent
complete.
• At the filter structure,the handrail and grating installation are complete.
• Grading was performed on site.
• At the static aerator,forming of the flume was started.
• At the aeration tanks,pipe supports were formed and poured.
• At the Final Clarifiers,the manufacturer checked and approved the grout.
• At the Intermediate Lift Station, imbeds for bearing plates were set along
with the sluice gates.
• At the Digester Building, the heat exchanger was piped and prepared for
start-up.
• At the Solids Contact Reactor, alignment of the bridge and equipment was
completed.

•
Mr.A. Preston Howard,Jr.,PE
Page 25
July 7, 1997
• The 48-inch RCP from Manhole No. 6 was put on hold.
• Testing of the RCP was continued around the site.
• Installation of flushing water underground around the site continued.
• Installation of the 30-inch RCP at the existing primary clarifiers was started.
• At the new aeration tank, a complete set of mixers, bridges, and handrails
was added.
02/1997 • Contract No. 2- (Electrical) Watson Electrical Construction.
• The chlorine storage feeders were completed. Lighting and disconnects for
associated equipment are on hold until Atlantic Coast Mechanical completes
their work.
• The generator was checked out and prepared for start-up.
• The Main Lift Station feeder conduits and cable trays were set in MC Sections.
Disconnects were installed at the Preliminary Treatment.
• DAF lighting was installed on the Main Floor.
03/97 • Contract No. 2- (Electrical)Watson Electrical Construction
• In the Main Lift Station, the Contractor completed setting the switchgear and
wiring and completed the lighting. He is currently working on control
conduits and elevator power. In addition,the pumps were wired.
• The installation of the conduits for the final clarifiers were completed along
with the installation of the disconnect switches and emergency stop switches.
• In the Chlorine Storage and Feed Building,the Contractor wired the hoist and
completed all the general building wiring. At the time of the meeting, the
Electrical Contractor was waiting for the General Contractor to complete
equipment installation in the facility so that electrical work could be
completed.
• At the aeration tanks, the Contractor completed all the conduit tie-in's to the
air metering vaults and the wiring for the recirculation pumps back to the
Blower Building.
• In the Chemical Feed Building,the Contractor worked on conduit and wiring
to the pumps. At the time of the meeting, he was waiting for the General
Contractor to complete equipment installation.

Mr. A. Preston Howard,Jr.,PE
Page 26
July 7, 1997
04/1997 • Contract No. 2- (Electrical)Watson Electrical Construction.
• The Contractor set the switchgear for the Intermediate List Pumps and
installed the wiring.
• The Contractor installed the ductbank to the filters and pulled wire.
• The Contractor continued work at the Main Lift Station and Preliminary
Treatment.
• The Contractor pulled the wiring for the Aeration Basins and Air Metering
Vaults.
• The Contractor completed conduit installation to Manholes Nos. 8 and 9 as
well as pulled wire and disconnects.
• The Contractor installed conduit for site lighting in Areas 3 and 6.
05/1997 • Contract No.2- (Electrical)Watson Electrical Construction.
• Motor control center sections at the Intermediate Lift Pump were installed
and wired.
• Ductbank to the filters was installed.
• Conduit in the slab at the Preliminary Treatment for the level transmitter and
sampling pump was installed.
• Disconnects were set and wiring for the aeration and recirculation pump
stations and air metering vaults was installed.
• Site-lighting conduit around the Intermediate Lift Pumps and filters was
installed.
• Contract No.3-(Plumbing)Atlantic Coast Mechanical,Inc.
The contract has been completed. Final payment has been made and the
contract is closed out.
• Contract No.4-(Mechanical)Atlantic Coast Mechanical,Inc.
The Contractor reported that no work had been performed during the
previous month.
• Contract No.5-BRS,Inc.
The contract is complete and has been closed out.
CROWDERS CREEK WWTP EMC WO NO.93-016
12/31/94 • The Industrial Waste Survey was completed by the City of Gastonia Staff.
02/17/95 • Results of tests performed by Sierra Environmental were received by the City

Mr.A. Preston Howard,Jr.,PE
Page 27
July 7,1997
of Gastonia. This study evaluated polymer feed to remove heavy metals at
the plant.
03/29/95 • In-line testing of acute toxicity within the collection system was performed.
Results are currently being evaluated and more testing is proposed to
establish a baseline for waste characteristics.
04/06/95 • A meeting was held with the City Staff, AWARE, Inc., and J.N. Pease
Associates to determine a full-scale implementation of polymer feed at the
Crowders Creek WWTP. A letter was submitted to the regional office
requesting approval with a start date of May 1,1995.
05/01/95 • The City of Gastonia began implementing a polymer feed system at the
Crowders Creek Wastewater Treatment Plant on a full-scale basis. Initially,
2.0 ppm was fed at the plant and analyses were performed on five major
metals to determine the percentage of removal. A microscopic review of the
wastewater was performed to determine the effects of the polymer on
phosphorus removal. The polymer was increased during the testing period
from May 1, 1995 through June 15, 1995 from a 2.0-ppm to a 20-ppm feed rate.
The test results are enclosed with this report. Preliminary findings indicate
that metals are not the primary cause of toxicity at the Crowders Creek
Wastewater Treatment Plant. The City decided to continue in-line testing of
wastewater at key locations within the Basin in an attempt to determine the
cause of toxicity.
05/09/95 • Performed SIU toxicity screenings for the following industries: (1) Amp; (2)
Kings Mountain; (3)Rauch; (4) Sunshine;and(5)Threads.
05/31/95 • The City of Gastonia received approval of the Industrial Waste Survey.
06/18/95 • Began week-long SIU toxicity screenings for Threads and Ritchies.
09/08/95 • Met with Walt 011is, Director of Public Utilities of Kings Mountain, and
discussed chronic toxicity screening for the dischargers in the Kings
Mountain system. This work will be, scheduled and performed by Kings
Mountain in the near future.
09/17/95 • A meeting was held with the City staff,Aware,Inc., and J.N. Pease Associates
to review results of the polymer testing at Crowders Creek WWTP. The
results were not conclusive that polymers would resolve toxicity at Crowders
Creek WWTP, and the City began negotiating for a pilot plant evaluation.
Negotiations were completed and implementation of a pilot plant will begin
during October 1995.
10/03/95 • Performed toxicity screening and results are pending.
10/17/95 • Core team met to discuss the toxicity screening results. Results were not
conclusive;additional test scheduled.
11/07/95 • Core team met to discuss the toxicity screening results. Additional meetings
were scheduled with Kings Mountain and their industrial users. Further

Mr.A. Preston Howard,Jr.,PE
Page 28
July 7, 1997
testing will take place in the Blackwood Creek Basin. Efforts will concentrate
on the treatability of the wastewater at Crowder Creek WWTP.
12/14/95 • Core team met to discuss toxicity. It was decided to include Crowder Creek
flow in the pilot plant study. Aware is suppose to submit a proposal to
Gastonia for the additional work. This work will begin when the pilot test is
complete at Long Creek facility. The purpose is to determine treatability of
the wastewater at Crowder Creek WWTP. The toxicity test passed at this
facility in December. In plant testing had to be discontinued until toxicity
failed. The reason is that a failed sample is used as control for testing.
January, • Currently, the Crowders Creek WWTP is meeting its toxicity limits and is not
February, in violation at this time; therefore, additional testing cannot be conducted at
and this facility until a violation, on which an analysis can be run, occurs. The
March, Core Team continues to monitor the situation and will act accordingly.
1996
April- • The Crowders Creek WWTP is meeting its toxicity limits and is not in
July 1996 violation at this time. A request to eliminate the SOC has been sent to the
State,and the City is currently waiting for a response.
CATAWBA CREEK WWTP EMC WO NO. 93-017
06/15/94 • The plans and specifications were completed and submitted to DEM for
review, approval, and funding. The improvements consisted of upgrading
the existing facility with a lime addition facility and piping modifications.
09/16/94 • Plans and specifications were advertised for bids.
10/12/94 • Bids were received and tentatively approved by the City Council.
11/17/94 • DEM approved plans and specifications for construction.
12/06/94 • Bids were approved by DEM.
12/31/94 • The Industrial Waste Survey was completed by the City of Gastonia Staff.
02/22/95 • The SBF approved the funding of the project.
02/23/95 • Contracts were executed for construction of the project.
03/27/95 • An updated Headworks Analysis was submitted to the NCDEHNR/DEM
Pretreatment Group.
04/11/95 • The Industrial Waste Survey Summary was submitted to the
NCDEHNR/DEM Pretreatment Group.
04/19/95 • The Monthly Progress Meeting was held at the construction site. Hickory
Construction Company and John Bisanar, Inc.,were present for this meeting.
Progress made during the previous month included excavation for the
foundation, tests on the bearing pressure of the soil, and doweling the

Mr.A. Preston Howard,Jr.,PE
Page 29
July 7, 1997
existing building to accept the new concrete pours. The Contractor also
submitted shop drawings for the project.
04/20/95 • The City of Gastonia received approval of the Headworks Analysis from the
NCDEHNR/DEM Pretreatment Group.
05/17/95 • The Monthly Progress Meeting was held at the construction site. The
Contractor had finished the excavation of the foundation for the Bulk Lime
Station and the Acid Tank slab. The Acid Tank slab was poured and work
began on the Bulk Lime concrete slab. A list of shop drawings was presented
to the Contractor for submittal.
05/31/95 • The City of Gastonia received approval of the Industrial Waste Survey.
07/19/95 • The Contractor is installing the 30-inch DIP air line.
• Performed SIU toxicity screenings for the following industries: (1)Arnold; (2)
GMH; (3) Scott;and(4)Spring Ford.
07/25/95 • Performed SIU toxicity screenings for the following industries: (1) Choice; (2)
Firestone; (3) IEP; (4)Modena;and (5)Uniroyal.
09/20/95 • A second crew has started to work on the Digester and Chemical Feed
System.
• The air piping is complete and has been tested.
• Work will continue on the tie-in of the 30-inch DIP.
• Envirex equipment to ship August 25, 1995.
• Zimpro equipment to ship September 25, 1995
• Work on the yard piping will continue during the next month.
• Manhole No.50 is due to arrive next week.
• Manhole No.51 will be shipped three weeks after approval.
• Pump, pipe insulation, and thermal protection shop drawings are currently
under review.
• The acid tank is to be delivered at the end of the month.
• Tapered insulation for the roof curb around the perimeter will work
satisfactorily.
• The Roofing Subcontractor has already reviewed the existing roof conditions.
• Clarification Note No. 2, for changing circuit breakers for the blower, has
been issued.
09/20/95 • The blower installation is scheduled for between November 1 and November
15, 1995.

Mr.A.Preston Howard,Jr.,PE
Page 30
July 7, 1997
09/29/95 • Installed acid tank. •
10/09/95 • Met to develop a monitoring schedule for start-up of Catawba Creek
Upgrade. The schedule indicated test location, parameter, and frequency of
test.
10/31/95 • Began instructional session with city staff on procedures and process control
for the start-up period. Actual classes were held on site.
11/02/95 • Discussion took place regarding the use of Microtox Testing for acute toxicity.
It was decided not to use Microtox Testing at this time.
11/07/95 • Core team meeting. Discussed new jar test results which will determine the
start-up feed rates.
11/27/95 • Start-up lime feed system at Catawba WWTP. Began in plant testing
program to determine toxicity reduction.
01/96 • We met with Mr. Steve Tedder and Ms. Colleen Sullins to request an
extension of our compliance date within the SOC. As a result of that meeting,
a request for an extension of the compliance date was made to the State.
During this period,the City can optimize the chemical feed into the system to
operate the facility at its peak level.
04/11/96 • As of February 28, 1996,the facility has been in substantial completion.
05/28/96 • The Core Team met with the Mooresville Regional Office and discussed
reasons for toxicity failures. There main events occurred as potential causes:
(1) equipment failure at the chlorination point caused excessive levels of
chlorine in the effluent; (2) high influent concentrations of zinc potentially
caused toxicity; and (3) over-feeding of lime to accelerate compliance caused
high pH and toxic conditions. The Regional Office suggested that the City
request a 30-day extension of the current SOC.
06/12/96 • A conference call among the Gastonia,staff, Mooresville Regional Office of
the DEM, and the State Office of the DEM occurred. The discussion
concluded with extending the SOC to August 15, 1996.
06/30/96 • The Catawba Creek WWTP passed two consecutive toxicity tests.

Mr.A.Preston Howard,Jr.,PE
Page 31
July 7, 1997
This-letter is submitted by the City of Gastonia as a requirement of the referenced Special
Orders by Consent. If there are any questions,please contact me.
Sincerely,
CITY OF GASTONIA
Donald E.Carmichael,PE
Director of Public Works/Utilities
cc: DEM Mooresville Regional Office,Attention John Lesley
Pretreatment Group,Attention Tom Poe
Aquatic Toxicity Unit,Raleigh DEM
J.N.Pease Associates
C:\DOCS\DTG\DTG75E.DOC 7/7/97