WQ0010192_Complete File - Historical_20171231

"State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
January 5, 1995
STE"rE. MCLEOD
WEDDINGTON CORNERS SHOPPING CENTER7
1320 MATHEWS TOWNSHIP PARKWAY SUITE 201
MATHEWS NC 28105
Dear Mr. McLeod:
Et=.
f idai4�JW LE k� 'f S.it» GF `23Sw
Subject: Rescission of Permit No. WQ0010192
Weddington Assoc -Corners Shop7
Union County
The Division of Environmental Management has received information from the
Mooresville Regional Office which confirms that the subject facility is no longer engaged in
pump and haul activities as authorized by the subject permit. Because Permit Number
WQ0010192 is no longer needed, the permit will be removed from our computer systems,
effective immediately.
If it would be helpful to discuss this matter further, I would suggest that you
contact Rex Gleason, Water Quality Regional Supervisor, Mooresville Regional Office at
704/663-1699.
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Union County Health De artment
Permits & Engineering Unit - Carolyn McCaskill
Fran McPherson, DEM Budget Office
Operator Training and Certification
Facilities Assessment Unit - Robert Farmer - w/attachments
Facilities Assessment - Non Discharge Unit - Lou Polletta - w/attachments
Central Files - w/attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 1 O% post -consumer paper

Ifir'S ON OF ENVIRONMENTAL MANA EMENT
December 19, 1994
randum of Robert Farmer
Rex Gleason.
prepared
Waddington ton s lat s
Waddington Corners Shopping tenter
Pump and Haul Permit
Permit No. WQ2019192
Union County, NC
Please find andins d a per r tt res i ssi on request
the subject facility. The permit was issued by this Of e
on October 25, 1994, with an expiration data of February 1
1995. This Office has confirmed the permit it 1s no longer
needed and rain ands the permit be rescinded.
If you have any xstnns concerning thiszattar,
ease advise.
Ennio

CERTIFICATION OF PERMIT INACTIVATON
FACILITY N
PERMIT NO.
REGIONAL OF ICE t AV C
COUNTY
I CERT I Y AT I HAVE COBY
)} PERSONAL KNOWLEDGE
} SITE VISIT
THAT THIS FACILITY NO LONGER NEEDS
REFERENCED PERMIT BECAUSE THE FACii.
{ } NEVER CONSTRU
{ } ABANDONED
ABOVE
WAS
D } OT"I ER (PLEASE SPECIFY)
THIS PERMIT SHOULD BE DELETED FROM THE PERMIT
TRACKING SYSTEM AND THE DIVISION BILLING SYSTEM
AND IF NECESSARY INACTIVATED ON THE COMPLIANCE
MONITORING SYSTEM.
CERTIFIER'S NAME
DATE r-LJti6%914
•
•
TOTAL P.01

Coleson
State f North Carolina
Department of Environment$
th d Natural Resources
919 North Main Street
Mooresville, NC 2811
Pe t No, 10192
[dington Associates
Pump and Haul Permit
Weddington Comers Shopping Center
Union Cotmty, North Carolina
TON ASS C
TES
ales
ric osed please find a
rd of the pump d haul activities for din on Co rs hnpti
1 e rescind the ove rfrn Pe e serr systemsand lid station now fBy
operational,,.
Sincerely,
Steve
JSMes
ericlosure
1320 Mat thews Township ay, Suite 201, atth r s,NC 281 4 41;-

INGTON SHOPPING
OPT D PITIES
tobe 27, 1994 Nov
1994
er s e was P eddington ne s Sh0PPing Center and t n to e
nip1s in Ravensworthvision.
October 27, 1994;
October 30, 1994
3,600
3,600 t111ons
Nov 1994 3,600
Nave e , 1994 3,600
Nov , 1994 1 800
Nov 4, 1994 3,600
Nov 5, 1994 3,600
Nov=, : ,, 1994 3,600
Nov= , 1994 3,600
Nov er 8, 1994 7,200
Nov 9, 1994 5,4
00
Nov =. s 10, 1994 3,600
Nov = *e 1, 1994 5,400
November 12, 1994 3,600
Nov 1994 1,800
Nove 1994 3,600
Nove 19, 1994 6,200
November 16, 1994 6,800
November 1, 1994 6,
Nov = . 16, 1994 6,600
80 Gs1Ions

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr,, Governor
Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager
DIVISION OF ENVIRO
October 25, 1994
Mr, Steve McLeod
Weddington Associates
1320 Matthews Township Parkway
Suite 201
Matthews, North Carolina 28105
Subject:
EN''I'AL MANAGEMENT
Permit No. WQ0010192
Weddington. Associates
Pump and Haul Permit
Weddington Corners
Shopping Center
Union County, NC
Dear Mr. McLeod:
In accordance with your application received October 20,
1994, we are forwarding herewith Permit No. WQ0010192, dated
October 25, 1994 to Weddington Associates for the subject pump
and haul activities.
This permit shall be effective from the date of issuance
until February 1, 1995, and shall be subject to the conditions
and limitations as specified therein. Please pay particular
attention to the monitoring requirements in this permit. Failure
to establish an adequate system for collecting and maintaining
the required operational information will result in future
compliance problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable to you, you have the right to request an
adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, Post Office Box 11666, Raleigh, North
Carolina 27604. Unless such demands are made this permit shall.
be final and binding.
919 North Main Street, Mooresville, North Carollno 28115 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycle€/ 10% post -consumer paper

Mr.
October 994
Page
You need addadditional inforion concerning hfs att
please contact Mr. D. Rex Gleason
KHC
cc: Un on County
Raleigh Cent
704/663-1699.
A Preston Howard/
Director
h OeParlt
fie

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESO
RALEIGH
PUMP AND HAUL PERMIT
CES
In accordance with the provisions of Article 21 of Chapter
143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Weddington Associates
Union County
FOR A
500 gpd pump and haul operation to serve Weddington Corners
Shopping Center with no discharge of wastes to the surface
waters, pursuant to the application received October 20, 1994 and
in conformity with the project plans, specifications, and other
supporting data subsequently filed and approved by the Department
of Environment, Health and Natural Resources and considered a
part of this permit.
This permit shall be effective from the date of issuance
until February 1, 1995, and shall be subject to the following
specified conditions and limitations:
1. This permit shall become are voidable
carri d unless
out in the
a subject
manner
pump and haul activities
which has been approved by this Division.
2. This permit is effective only with respect to the
nature and volume of wastes described in the
application and other supporting data.
3. The facilities shall be properly maintained and
operated at all times.

4. This permit is not transferable. In the event there is
a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal
permit request must be submitted to the Division of
Environmental Management accompanied by an application
fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The
approval of this request will be considered on its
merits and may or may not be approved.
No type of wastewater other than that from Weddington
Corners Shopping Center shall be included in the pump
and haul activities.
The permit shall become voidable unless the agreement
between Weddington Associates and Autry Concrete
Products Company for the collection, transportation,
and ultimate disposal of the wastewater is in full
force and effect.
7. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shall cease operation of all
pump and haul activities and take such immediate
corrective action, as may be required by this Division.
8. This pump and haul permit shall not be renewed.
9. The sewage and wastewater collected by this system
shall be treated in the Providence Glen Associates WWTP
system prior to being discharged into the receiving
stream.
10. The Mooresville Regional Office, telephone number
704/663-1699, shall be notified at least forty-eight
(48) hours in advance of operation of the pump and haul
activities so that an in -place inspection can be made.
Such notification to the regional supervisor shall be
made during the normal office hours from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding
State Holidays.
11. The Permittee is liable for any damages caused by a
spill or failure of the pump and haul operations.
12. Adequate inspection, maintenance, and cleaning shall be
provided by the Permittee to insure proper operation of
the subject facilities.

13. The Permittee or his designee shall inspect the
wastewater collection facilities to prevent
malfunctions and deterioration, operator errors and
discharges which may cause or lead to the release of
wastes to the environment, a threat to human health, or
a nuisance. The Permittee shall keep an inspection log
or summary including at least the date and time of
inspection, observations made, and any maintenance,
repairs, or corrective actions taken by the Permittee.
This log of inspections shall be maintained by the
Permittee for as long as the pump and haul activities
are being conducted and shall be made available upon
request to the Division of Environmental Management or
other permitting authority.
14. Any duly authorized officer, employee, or
representative of the Division of Environmental
Management may, upon presentation of credentials, enter
and inspect any property, premises or place on or
related to the wastewater collection facilities at any
reasonable time for the purpose of determining
compliance with this permit; may inspect or copy any
records that must be kept under the terms and
conditions of this permit; and may obtain samples.
15. An accurate record of the monthly pump and haul
activities must be maintained by the Permittee,
indicating:
a. date wastewater .i.s removed from the facility,
b. name of facility from which wastewater is removed,
c. name of facility receiving wastewater,
d. volume of wastewater removed, and
e. status of permanent disposal option.
These records shall be submitted to the
Regional Office on or before the fifteenth
the following month.
16. Failure to abide by the conditions and limitations
contained in this permit may subject the Permittee to
an enforcement action by the Division of Environmental
Management in accordance with North Carolina General
Statute 143-215.6.
17. The issuance of this permit does not preclude the
Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed
by other government agencies (local, state, and
federal) which have jurisdiction.
1B. The Permittee shall provide for the installation and
maintenance of an audible and visual highwater alarm.
oo`esville
day o

19. A leakage test shall be performed on the pump station
to insure that any exfiltration occurs at a rate which.
does not exceed twenty (20) gallons per twenty-four
(24) hours per ac�ation gallons
wi ll f serve capacity.
cif Tof
he
engineer's certif
compliance with this condition.
s
20. A copy maintained on file by the permitteeof the approved plans and iforathenlifea
ll
be m of
the project.
21. Noncompliance Notification:
The Permittee shall report by telephone to the
Mooresville Regional Office, at telephone number
704/663-1699, as soon as possible, but in no case more
than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any
of the following:
a Any process unit failure, due to known or unknown
reasons, that render the facility incapable of
adequate wastewater treatment such as mechanical
or electrical failures of pumps, aerators,
compressors, etc.
b. Any failure of a pumping station, sewer line, etc.
resulting in a by-pass directly to receiving
waters without treatment of all or any portion of
the influent to such station or facility.
Persons reporting such occurrences by telephone shall
also file a written report in letter form within 15
days following first knowledge of the occurrence. This
report must outline the actions taken or proposed to be
taken to ensure that the problem does not recur.
22. Upon completion of construction and prior to operation
of the subject pump and haul activities, a
certification must be received from a professional
engineer certifying that the permitted facilities have
been installed in accordance with this permit, the
approved plans and specifications. Mail the
certification to the Permits and Engineering Unit, Post
Office Box 29535, Raleigh, North Carolina 27626-0535.
23. The annual administering and compliance fee ust be
after
paid by the Permittee within thirty (30)days
being billed by the Division. Failure to pay the fee
accordingly may cause the Division to initiate action
to revoke this permit as specified by 15 NCAC 2H .0205
(c)(4).

i
the 25th day of Octoberi 1994.
NOBNOBT cABoLINA ENV RO ENT MANAGEMENT CO SS ON
A, Pres onHoward,F . E . * r
Division or Enviro.i Managementon
By Authority of the Environmental a s emeCo i
Perm No. 00i0i92

nci +r'C`"
as a duiY registered
ProfessiOnal Engineer the Stat+ of tenth Carolina, having been
authorized to observe (periodical eeklY, full time) the
construction, f the project,ect
.�
teatin
for the Pe ittee hereby state that, to the best of my abilitie ,
due care and diligence was used in the observation of the
construction such that the construction was observed to e built
within substantial compliance and intent. of the approved plans
and specifications
Signature
Date
Reg
s1
ation No.

anthill "
h i a .,Of
ss°ciate
ddiNgto
h l,:x.
DIVISIO ENV
?.1su94
PRTmit
Thar Ma
au
MAN NT
N...1-

State of North Carolina
Depart mt t of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(M13 FORM MAY BE PHOTOCOPIED FOR USE As AN ORIGINAL)
PUMP AND HAUL DISPOSAL SYSTEM
I. GENERAL IN I "ORMATION:
1. Applicant (corporation, Irt;dividual, or other j: wa.ctdi
2. Print Owners or Signing Official's Name and Title (the person who is legally
McLeod, Partner
responsible for the facility and its compliance): Steve.
g Address:
Matthews State: NC Zip: 28105
Telephone No.:
Project Name (subdivision, facility, or establishment name . should be
project name on plans/specs., letters of flow acceptance, Operational Agreements, e
Weddington Corners Shopping Center
20 Matthews Township Parkway, Suite 20
704
S. Applicadon Date: _ __ 10/19/94.
7. County where project
8. Latitude: 35 01 15N
4 ,-8
Fee Submi
Union
400.00
ith
gitude:.80 45 50W
ing pumped
II. PERMIT INFORMATION:
1 . Permit No. (will be completed by DEM.
If this application Ys being submitted as a result of a modification to an existing
permit, list the existing perrrdi number and issue date
Specify whether the applicant h public or private.
FORM: PHDS 4/91
Page I of 6

PAi,i E 2 (4191)
INFORMATION ON WASTEWATER:
1, Nature of Wastewater % Darr
Industrial; %
ic; 100 % Commercial;
(Way):
Please provide a one or two word description specifying the origin of trte was
mmercial, industrial, apartments, etc.:
such as school, subdivision, hospii
Shopping Center
If wastewater is not domestic in nature, what level of pretreatment has been provided.
to ensure protection of the receiving wastewater treatment
none
4. Volume of wastewater to be pumped & hauled: 500
5. Explanation of how wastewater volume was determined:
facility with two toilets
IV. TREATMENT FACILITY INFORMATION:
1. Name of wastewater treatment facility receiving, was
2. Treatment facility permit no.: NC0075884
3. Treatment facility contact person and telephone no:
L-800-537-1998
gallons per day
Construction use of
Providence Glenn Assoc.-
Ravensworth Subdivis
Leonard Stogner
4. County where treatment facility
S. Distance to treatment facility:
V. OTHER INFORMATION:
1. Brief project description:
2. Explanation of why a pump & haul permit is being requested (be specific & explain if an
The design, review and installation of the
environmental emergency exists ):
force main down NC 16 is complicated by twc Ailte . cables a roimately
three feet apart, one of
Union
4.
Shopping center
Specify how long pump & haul pemut needed (shall not exceed 6 months ►:. 2 months
What will be the permanent method of wastewater disposal once the pump & haul
ac6vI.ties have ceased?. t station and treatment
Permits NC0075884 & 0009526
Date that permanent disposal method will be available:
2of6

x
PUMP AiNo riAU1..-1J1J1-UJAL
PAGE 3 of 6 (4/91)
pernxits/approvals for permanent da gssall meithod been obtained?
Yes; Permit No. NC0075884 errrutting Agency,
No; Pending Permit No. Permitting Agency
wr'be how the wastewater wBl be trttnslorted (truck, rail car, etc.)
:al hauling volume of the vehicle providing the hauling: truck
d provide the
ons
Name of owner of transporting vehicle: Autry Concrete Products
ailing Address of Hauler: 8918 Byrum Drive
Charlotte. State: NC
Telephone No.:
704) 357-1250
Zip: 28217
10. What type of tank or other container will the wastewater be pumped from and what is the
volume of this container' Existiniklift station on site with operable
alarm system Capacity 960 a .lons be inflow serer
11. Was the tank or container already in place tar will it be in
Already in place
12.
of high water alarm does the container have.
X. audible and visual
x auto dialer
0
tivities?
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
red Items
a. One original and rwo copies of doe completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North. Carolina
Professional Engineer. The pl'ansfspeciiications must include a general location map, a plan
view of the storage facility and its relationship to property lines, and details showing the high
water alarms (provide either audible and visual or an auto dialer). Each sheet of the plans and
the fast page of the specifications must be signed and sealed.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
A letter must be provided from the owner/authority of the wastewater treatment facilit
stating that the wastewater will be accepted and specifying the volume that will be accept
The letter should be a recent letter and should refer to the project by the same name as that
identified on the application and the plans/specifications.
e. A copy of the contract or agreement between the wastewater hauler and the applicant and a
map indicating the haul mute.
f. The application package should be sent to the appropriate regional office, according to the
attached listing on page 4, which provides the regional responsibility by county. If there are
any questions contact the appropriate regional office..

DIVLSION OF ENVIRONMEN"I'AL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ S
59 Woodfin Platte
Ashevilk, NC 28802
704,251.6208
Avrry
Buncombe
Burke
Caldwell
Clemkee
Clay
Graham
Haywooi
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain.
Mansylvartia
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville. NC 28301
919/486-1541
Anson Moore
B1aJcn Robeson
Cumberland Richrnond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard. Suite 100
Winston-Salem, NC 27106
919/161-2351
Alarnance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Willkes
Forsyth Yadkin.
Guilford
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919, 946-648 i
Beaufort Jones
Berrie Lenoir
Camden Martin
Chow an Pamlico
Craven Pasquo ank
Currituck Paquimans
Dare Pitt.
Gates Tyra
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
700663.1699
Alexander Mecklenburg
Cabarrus Rowan
Catawba Stsnly
Gaston Union '
iredle l Cleveland
Lincoln
4 of 6
Regional WQ Super.
arrett Dr., Suite 101
NC 27609
91917'33-2314
Chatham
Dw
Edgecambe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395.3900
Ervvick New Hanover
Carteret Onslow
Columbus Fender
Duplin

ProfeUiomit Engineer's Certification:
PAGE 5 (4ly 11
es McGovern A a
that this application for''°''"
has been reviewed by the and is accurate
end com e e to the best of my knowledge. further attest that to the best of my knowledge the
proposer! design has been prepared in sec ordan�n developed e alby alther professionals, ncgh lusyocertain
portions of this submittal package may have
these materials under tiny signature and sealnifies that I have reviewed this material and have
judged it to be consistent with the proposeddesign.
North Carolina Professional. Engineer's Registration. No.
Print Name of Engineer
Seal and Signature (specify date):
Applicant's Certification:
Steve McL a
Associates
has been reviewed by me and is accurate and complete to the bests of thatikn all ledge. I supporting
understand
that if all required parts of this application are not completed
and information and attachments are not included, this application package will be returned as
incomplete,
Signature
5 of 6
p
Weddingt©n
Date _ 10/19/94

PUMP AND HAUL DISPOSAL
PAGE 6 (4/91)
PER T APPLICATION PROCESSING FEES
(effective October 1, 1990)
RY
[,000 000 GP.I
industrial
Domestic/Coo
�DOI-1,t0*�i
Industrial
Domestic/Cooling
3P
,001 - 10,000 GPD
Industrial
Domestic/Cooling Water
c or 1,000 GPD and
Single Family Dwelling
Sludge < or 300 Acres
Sludge > 300 Acres
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
NOTE: The Fees for Soli Remediation Projects are the same as for Sludges..
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those ggoverasegranted
raalnjurisdictions bhe thathave
of acific Environmenton
al
review authority, is
Management. 6 of 6
NEW APPLICATIONS/ RENE '"ALS WITHOUT
MODIFICATIONS M.DIPICATiONS.
$400
$400
$400
$240
$400
$400
$200
$300
$250
$250
$200
$200
$120
S250
$250
p
$400 $200

73D c
c.°

Colleen Sulli
er Quality tiri
Permits & Engineering
Division of Fnvir nrn ntnagement
P.O. BOX 29535
Raleigh, NC 2'7626-0535
PROVIDENCE L ASSOCIATES
654$ Carmel Road, Suite 126
Charlotte, NC 28226
Re: Sanitary Suva
Dear Mslltn
ay 1994
Providence to Associates hereby loc
unit No. NC0075884 for purposes of disci
NC0075
ddintn Assoc
ddingtnn Corner,
:red J. Gallo!
Providence Glen As
Permit NC0075884
„flit() GP
sppitig center.

ax I carts al e o 672
aLI
tt r
ran llAat h d
Co

SECT I ON 025,50 -
GT I ON 15200- UMP I NG E. i3I MEN T
EMERGENCY POWER SYSTEMS

SITE UTILITIES
FART 1 - GENERAL
Description
A)
B)
Work included: Furnish all labor, materials and equipment
to perform all operations necessary for the installation of
complete site utilities within the intent of and as indicated
on the drawings and herein specified.
Related, work specified elsewhere: Pumping Stations
quality Assurance
A) Contractor shall comply with all
ordinances governing this work.
and local codes or
B) The contractor shall secure and pay for all permits. fees,
inspections and licenses that are required,.. Upon completion
of the job, he shall present to the Architect a certificate
of inspection and approval from the Inspection Department
with authority over the work.
C) Upon completion of the work. the contractor shall have the
water and sanl:tadistribution systems inspected and
approved by state and local codes,
D) All construction within the street right-of-ways shall be a
accomplished in accordance with local policies and
procedures for accommodating utilities.
Warr
A)
The contractor shall guarantee the work: to be done in
accordance with the drawings and specifications and to be
free from imperfect materials or defective workmanship. Any
portion found to be unsatisfactory shall be corrected
immediately at the contractor's expense.
B) For a period of one year after acceptance of the job, the
contractor shall replace, without expense to the owner, any
imperfect materials or defective workmanship.
PART - PRODUCTS
2.01 Sanitary
A) Pipe

1) Vitrified clay pipe - extra strength, unglazed,
compression type joint - ASTM C-700 and C-425.
Ductile
length.
on pipe (DIP) - cement lined class 150,
3) PVC meeting ASTM D-3034 SDR. 35 with joints
conforming? to ASTM-D 3234.
B) Manholes
1) Fr
ast concrete - 5" minimum wall thickness, top
section either eccentric or concentric, all
conforming with the requirements of ASTM C-478.
Joints for precast concrete manhole sections to be a
form of plastic type 1 rope form in conformance with
the requirements of Federal Specifications SS-S00210.
Manhole frames and covers and steps, city or state
standards as applicable.
4) Brick, clay or shale, burned, grade MS conforming with
requirements ASTM C--32.
5) Bottom - cast -in -place concrete °SOO psi.
2 02 Water Lines
A)
pe (es shown below or indicated otherwise on plans)
10" and larger - ductile iron,cement lined AWWA Class
A or B mechanical or slip joint class 50 unless noted
otherwise on plans..
44" through 8" - PVC meeting AWWA C-900 pressure class
150 or ASTM 1: -2241 with the approval of the local
authori
Smaller than 4" - FVC
NSF seal of approval.
B) Pipe fittings
1)
Ductile iron - AWWA standards
ASTM D-2241 S,'i"R 1 with
-psi working pressure,
mechanical ioints unless otherwise noted on plans.
Gate valves - 4" and larger AWWA approved, non -rising
stem, working pressure not less than 175 psi, test
pressure not less than 300 psi, " square nut, 0-ring
seals, mechanical joints , as manufactured by Mueiter
Company or approved equal. Valves 16" and larger shall

be equal with a bypass valve unless otherwise indicated.
The bypass valve shall conform to the most recent AWWA
C-500.
3) Gate valves - 3' and smaller, AWWA approved, with non -
rising stem, wedge disc, test pressure not less than
250 psi, iron bodied, bronze mounted w/2" operating nut
or approved equal.
4) Valve Box and Cover - cast
#H-10364 or approved equal.
on, two piece, Mueller
DI Fire Hydrants - Mueller approved, or Darling B-50-B, or
approved equal coordinate threads with local department.
E) Reaction Backing - 2500 psi concrete shall be placed
between solid ground and all hydrants, tees and
fittings having a deflection of 22-1/2 degrees or more.
F)
All tapping sleeves and valves shall be ductile iron and
shall be manufactured for ductile iron pipe. Valve shall be
vertical type '0" ring seals, mechanical joint sleeve,
Mueller or equal.
G) Water Air/Vacuum Valve
The valve shall be
poin
rging the surge of
system or
permit di
stalled at the high points in the
selected b the engineer. This will
from an empty line when
ling and relieve the vacuum when draining the system.
valves shall be as detailed on plans or county standard.
Drainage
Storm drain pipe and fittings shall be the type and size indicated
on the drawings, or required or prohibited by the local agency
having Jurisdiction. and shall conform to the foi1owing applicable
specifications.
A))
Vitrified clay pipe, for pipe up to and including ten inches
in diameter, shall conform to ASTM C-700 with bel 1 and spigot
compression joint conforming to ASTM 0-425.
B) Reinforced concrete pipe, for pipe twelve inches and up shall
conform to ASTM C-76 or AASHTO M- 170,. class 1 1 1 with be l i and
spigot or tongue and groove compression joint conforming to
ASTM 0-443.

C )
Corrugated steel pipe shall be galvanized, full
asphalt coated conforming to AASHTO M-36 of the
following gauge:
Diameter or Span* Gauge
12' - 24"
30' - 45"
54" - 66"
72' -
up
14
14
12
10
* Diameter applicable to round pipe, span applicable to
elliptical or arch pipe.
Joints shall be standard 14 gauge, one piece corrugated
connecting bands. All pipe shall have the exterior
surface fully and uniformly coated with a bituminous
material to a minimum thickness of 0.05 inches and the
interior surface 100% fully paved by application of
bituminous material to a minimum thickness of 0.125 inches above
the corrugated crest, in accordance with AASHTO M-190, type D.
D)
Corrugated polyethylene pipe, for 12 to 24 inchesshall
conform to AASHTO M-294-53I latest revision. Performed
corrugated polyethylene pipe shall conform to the above and
be as manufactured by advanced drainage systems incorporated,
Columbus. Ohio or equal.
E) The. Owner recognizes that there may be economics in
substituting pipe made of different material and/or hydraulic
characteristics andwill be receptive or counter proposals
which offer cost benefits to the Owner.
2.04 Foroemains
A) Pipe (as shown below or indicated otherwise an plans).
1) 4' through 5" - PVC meeting AWWA C-900 pressure class
150
2) Smaller than 4' - PVC meeting ASTM D-2241 SDR 26 with
NSF seal of approval.
B) Pipe fittings
1) Ductile iron - AWWA standards 125 psi working pressure,
mechanical joints unless otherwise noted on plans.

C) Valves
D )
1)
Gate valves - 4" and larger AWWA approved, non -rising
stem, working pressure not less than 175 psi, test
pressure not less than 300 psi 2' square nut, 0-ring
seals, push -on or mechanical joint end, as manufactured
by Mueller Company or approved equal. Values 16" and
larger shall be equal with a bypass valve unless
otherwise indicated. The bypass valve shall conform to
the most recent AWWA C-500,
2) Gate valves - 3" and smaller, AWWA approved, bronze with
non -rising stem, wedge disc, test pressure not less than
250 psi, Wolverine 4467, Jenkins 4370 or approved equal.
3) Valve Box and Cover - cast iron, two piece, Mueller
4H-10 64 or approved equal.
Reaction Backing - 2500psi concreteshall be placed between
solid ground and all hydrants, tees and fittings having a
deflection of 22-1/2 decrees or more.
El All tapping sleeves and valves shall be ductile iron and
shall be manufactured for ductile iron pipe. Yalve'shall be
vertical type '0" ring seals, mechanical joint sleeve,
Mueller or equal.
F)
The combination sewer valve shall be installed at the high
points in the system or at points selected by the engineer.
This will permit discharging the surge of air from an empty
line when filling and relieve the vacuum when draining or
under a negative pressure. and also to release an
accumulation of air and gases when the system is under
pressure.
The valve shall be CRISPIN Model 520A/520 combination sewer
valves as manufactured by Multiplex Manufacturing Company,
Berwick. PA., or approved equal.
The valve in the combination shall be joined together by a
"Y" or 'yoke" section.
1) The valve shall have a 1/4" orifice with an adjustable
Hy -Car rubber valve and a sealing face of PVC and shall
operate at 120 psi and be capable of passing 100 scfm
of air. The valve shall be a special short body
pressure sewer valve with an overall height not to
exceed 12 1/4".
They shall also be 2" NPT screwed connection and shall
be cast iron body, top and flange, where required,
bronze and brass trim and stainless steel float. The

valve shall be supplied with back flushing attachments
so that the interior body can be flushed periodically
for proper operation.
2) Air and Vacuum Sewer Valves
The valve shall be a special short. body sewer valve with
an overall height not to exceed 12 1/4.
The valve shall operate by sealing the Hy -Car rubber
seat with a stainless steel valve disc as the float
rises when water enters the valve body. The valve shall
automatically open when the system drains, or is under
negative pressure, so that, air may enter the line. The
valve shall be supplied with back flushing attachments
so that the interior body can be flushed periodically
for proper operation.
FART 3 - EXECUTION
3.01 Excavation
A) Trench walls shall be as nearly vertical as practical and
in compliance with all local, state and federal regulations
applicable to trench excavations. Excavated materials shall
be placed along and at a distance from, the trench walls to
avoid overloading and to prevent slides and cave-ins.
Shoringand bracing shall be installed as required to protect
work and workmen during performance of the work.
C )
Dewatering devices shall be furnished. installed and operated
to keep and maintain dry trench excavations until all work
therein is completed.
Excavate trenches to a depth required to bed utilities at
the grade and elevation indicated. Required depth shall
include over excavating grade and elevation for trench bottom
when unstable material or rock is encountered at indicated
grade and elevation.
13
Over excavate unstable material as required to two feet
maximum depth and backfill with coarse sand, fine
gravel or suitable material from other excavations.
Compact backfill to grade and elevation required to bed
utilities.
2) Over excavate rock six inches and backfill with
coarse sand, fine gravel or suitable material from
other excavations. Compact backfill to grade and
elevation required to bed utilities.

D)
3.02 3edding
Special requirements relating to specific utilities are as
follows:
1)
All pipe lines - the width of trench to one foot to top
of pipe shall be equal to pipe outside diameter plus
eight inches clear each side of pipe to the trench wall.
Thewidth of trench above this level shall be as wide
as necessary for workmen to bed pipe and make joints and
for sheeting. shoring and bracing trench walls when
required.
Pressure lines unless otherwise indicated, trenches
shall be graded to avoid high points in the pressure
lines.Trenches shall be a depth to provide a minimum
cover of three feet in unpaved areas and four feet
minimum cover in paved areas, except where noted
otherwise on the drawings.
Rock shall be defined as material which must be broken up by
jack hammers or blasting to be removed. Material broken up
by rippers or normal job equipment to be included as
unclassified excavation. Contractor shall notify Engineer
for measurement before removal.
A) A continuous trough excavated to receive the bottom
quadrant of the piped is required.
C )
Fell holes at joints shall be vatd owing only the
pipe barrel to receive bearing pressure from the trench
bottom.
Bridging the pipe to obtain alignment and grade is not
allowed except for temporary supports for piping
indicated for concrete cradles or encasement.
D) Temporary support for pipe bedded on concrete cradles or
encasement shall support the pipe at not more than two
locations, one at the bottom of the barrel adjacent to the
shoulder of the socket and one near the spigot end. Temporary
supports shall be timber wedges or brick, earth mounds not
3.03 Backfill
Excavations shall be free of construction forms, debris,
sheeting and shoring prior to placing first lift of
backfill material. Backfill shall be compacted in lifts
and brought to finish grade elevation.
A) Backfill in the lower portion of trenches shall be

B )
placed in eiht. inch layers (loose measure) and tamped
around pipe or conduit to a depth of twelve inches above the
crown of the pipe or conduit. Backfill material for this
portion of the trench shall be free from stones, hard clods
and conglomerates. Backfill material shall be within 2%
optimum moisture content when placed.
Backfill in the upper portion of trenches shall be placed in
twelve inch layers (loose measure) and each layer'compacted
to 95% maximum: dry density except top twelve inches shall be
compacted to 100% maximum dry density for areas to support
structures of pavements. Backfiii material shall be 2%
optimum moisture content when placed.
3.04 Testing
A)
Ail sanitary sewers, including manholes and: pipe lines, upon
completion. or at such time as directed, shall be cleaned,
inspected and field infiltration tested. joints including
joint connecting to manholes, shall sustain a maximum limit
of 100 gal/in. of diameter/day/mile of line when field tested
by actual infiltration or exfiltration conditions as directed
by the inspector. An air test on all lines and 5% mandrel
test on PVC lines shall be performed to the satisfaction, of
the Union County Department of Public Works. Any line not
meeting these test requirements shall be corrected by the
contractor at his expense. The lines shall have a true grade
and line and shall be entirely clean and ready for use prior
to initiatine testing.
After the pipe is laid. the joints completed and the trench
partially or completely backfilled. the newly laid piping or
any valved section of piping shall, unless otherwise
specified, be: subjected for two hours to a leakage test
during which the main shall be subjected to a constant test
pressure of 150 pounds per square inch. The allowable leakage
shall be no reater than that determined in accordance with.
'Section 13, Hydrostatic Tests", Subsection 13.7 of AWWA
C600-64. AWWA Standard for Installation of Cast Iran Water
Mains. Al) leaks. broken or cracked pipe. valves. hydrants,
etc. shall be repaired at the contractor's expenses and the
test resumed until the test results are satisfactory to the
engineer.
3,05 Sterilization of Water Mains
The amount of chlorine applied shall be such as to provide a
dosage of not less than 50 parts per million. The chlorinating
materials shall be introduced to the water lines and distribution
systems in a. manner approved by the eneineer. If possible to do
50, the lines shall be thoroughly flushed before introduction of
the chlorinating material. A contact period, of twenty-four hours
5

shall be allowed. at the end of which time the residual chlorine
content shall not be less than 1 parts per million. After the
twenty-four hour sterilization test is completed and approved, the
mains shall be flushed until the residual chlorine content is not
greater than 1.0 part per million. All valves in the line shall
be opened and closed several times during the dentact Period. The
entire sterilization of these mains shall be in accordance with
the regulations and requirements of the Union County Public Works
Department and shall meet with the approval of that office.
(END OF SECTION)

SECT ION PUMPING EQUIPMENT
ART
.00
1,51 G
GENERAL
Work Included
The contractor shall furnish, install, test and place in
satisfactory operation all pumps, motors and ancillary equipment
as specified herein and as shown on the Drawings. Small diameter
piping and valves, all wiring, motor starters. electrical
connections and other electrical equipment, required for a.
complete operational job shall be provided herein weather
specifical'iy called for or not.
1 02 Quality Assura
Poduc t, ueed in the work of this section shall be produced by
manufacturers regularly engaged in the production of similar items
and with a history of successful production acceptable to the
ENGINEER.
Submittals
fi i l
section.
Shop Drawings
Materials Last.
Certified Shop Tests (pumps over 1.0
Manufacturer's/Descriptive Literature
leraeration & Maintenance Manuals
Manufacturer's recommended method of
1 04 Froduct Handling
A. Protection
work of this
�Ese al i means necessary to protect the work of this section
bef ore, during and after
work of other Sections.
Rep) acements
ion and protect the installed
In the event of damage, itrediately make all repairs and
replacements necessary to the approval of the ENGINEER and at no
additional cost to the Owner.
tees
The work
start Sao.
section shal i be 'ante
one year after

PART 2.00 PRODUCTS
2.01 Package Submersible Pumping System Detailed
A. General
ecifications
Contractor to furnish and install a complete pumpingsystem
as manufactured by HYDR-0-MATIC Pumps, Ashland. Ohio or
equal. System shall include two explosion proof sewage
grinder pumps, three 3900 mercury switch level controls,
discharge pumping with hydraulically sealed discharge 'flange,
pump mounting plates with bottom rail supports, lifting
chain, pedestal mount and NEMA IIIR weatherproof control bcx
shall be supplied for mounting at the sump site. Structure
and dimensions to be shown on drawing plans.
E. Operating Conditions
Each pump shall have a capacity of 160 GPM against a total
head of 53 feet. Fump motor shall be 5.0 hp. 3 phase. 230
volts, 1750 rpm. 60 cycle.
C. Sump Level Controls
Sealed float type mercury switches shall be supplied to
control sump level and alarm signal. The mercury tube
switches shall be sealed in a polyurethane float for
corrosion and shock resistance. The support wire shall have
a heavy Neoprene jacket. A weight shall be attached to cord
above the float to hold switch in place in sump. Weight
shall be above the float to effectively prevent sharp bends
in the cord when the float operates. The float switch shall
hang in the sump supported only by the. cord. Three float
switches shall be used to control level. One for pump
turn -on, one for pump turn-off and one for both pumps turn
on. A fourth switch shall be provided with alarm.
D. Grinder/Cutter Mechanism
A 2 stage grinder mechanism shall be employed to macerate the
solids. A secondary cutter assembly cutting in a plane
perpendicular to the first assembly shall reduce solids to
a maximum dimension of 3/5' along any axis.
E. Alarm
F. Operation of System
On sump level rise lower mercury switch shall first be
energized, then upper level switch shall next energize and
start pump. With lead pump operating, sump level shall lower
to switch turn-off setting and pump shall stop. Alternating
relay shall index on stopping of pump so that lag pump will
start on next operation. If sump level continues to rise
2

when lead pump is operating, override switch shall energize
and start lag pump. Both lead and lag pumps shall operate
together until low level switch turns off both pumps. If
level continues to rise when both pumps are operating, alarm
switch shall energize and signal the alarm. If one pump
shall fail for any reason, the second pump shall operate on
the override control and if level rises above the override
control, alarm shall signal. All level switches shall be
adjustable for level setting from the surface.
G) Electrical Control Panel
Control panel shall be remotely mounted in a control
building. A lock clasp shall be provided on door. A circuit
breaker shall be provided for each pump and a magnetic
starter with 3 leg overload protection for three phase
operation, shall be supplied for each pump. An alternating
relay shall be provided to alternate pumps on each successive.
cycle of operation. Starters shall have auxiliary contact
to operate both pumps on override condition. The control
circuit shall be intrinsically safe with a separate fused
disconnect switch. H-0-A switches and run lights shall be
supplied for each pump and control wires. Additional
terminals shall be provided to connect alarm. A 120 volt
convenience receptacle suitable for outside use, shall be
mounted on the panel to allow use without opening the panel.
An alarm light and audible alarm are to be supplied in
separate NEMA 1I1R enclosure for mounting at the control box
cr remote from box as directed by Owner.
A plug in receptacle shall be provided on the panel with a
manual transfer switch to allow a portable generator unit to
power the station during periods of power outage. The
contractor shall be responsible for coordinating with union
county department of public works, the generator supplier,
and the pump station supplier to insure that the plugs,
switches, and receptacles are compatible for functional use
by the operator.
H. Automatic Alarm Tel Dialer:
Provide one automatic telephone dialer with continuously
charged battery backup. Dialer shall be ADASIX #1144-101
standard 4 channel model or approved equal.
1. Check Valve & Piping
The discharge piping shall include a HYDR-O-Natic ball check
valve with hydraulically seaied discharge flange and a. gate
valve for each pump or approved equal. Discharge from the
station shall be fitted with two. NFT couplings. Gate valves
internal to the station shall have corrosion proof devices
to allow operation from the top of the station. Ail piping

external to the station beyond the gate valves shall be
furnished and installed by the Contractor.
J. Portable Hoist
Provide one (1) portable hoist complete with floor socket,
to facilitate raising and lowering pumping equipment. The.
hoist shall havea maximum safe load capacity of 1000 pounds
and a self-locking winch to hold pump in position. Submittal
Drawings sealed by an engineer registered in North Carolina
shall be provided tb the ENGINEER certifying the hoist. as
suitable for the intended application (including mounting
details). The winch shall be so designed so that a portable
power operator can be used to operate the winch. the power
operator shall be provided and designed toplug into the 120
volt convenience receptacle on the control panel.
PART 3.00 EXECUTION
3.01 Installation
The assembly and erection or the equipment shall be in accordance
with the manufacturers templates, approved shop drawings, and
applicable sections of these specifications.
The Contractor shall furnish the services of a competent
representative of the manufacturer who shall inspect the
installation for proper assembly and erection. shall start and
operate the equipment and shall conduct the operating tests to
show that the equipment has been properly installed. and will
function as herein specified. All tests shall be in the presence
of the ENGINEER. Instruction in proper operation and maintenance
shall be provided to the Owner by the Manufacturer's
Representative.
3.02 Tests
A. Motor Shop Tests and Data
Each motor larger than one (1) horsepower shall be given a
routine test at the manufacturer's factory. The test shall
consist of full load current, locked rotor current, winding
resistance, high potential and bearing inspection.
B. Pump Performance Tests - Shops
A shop test shall be performed at the Manufacturer's plant
on all centrifugal pumps.
The tests shall be standard running tests including
hydrostatic tests of the casings which in general shall
conform to Section 06000 of AWWA Standard E 101-71, except
as modified herein. Static test pressure shall be 1-1/2
times the design pressure.

The results of the tests shall be shown in a plot of test
curves for the complete pump assembly, showing capacity, TDH,
NFSH, BHP. pump efficiency and wire to water efficiencies.
The test shall be conducted for at least six evenly spaced
points on the curve including shut-off, design and minimum
head conditions.
C. Pump Performance Tests - Field
All pumping units including motors, drives and controls shall
be given a routine field running test by the Contractor in
the presence of the ENGINEER.
A representative of the pump Manufacturers and control
equipment manufacturers shall be present during these test
to supervise the final adjustments of each item of the
control systems.
The tests shall demonstrate that the pumping units can
operate on theapproved shop test curves. Tests shall be run
at least four points including shut-off design and minimum
head at the maximum pump speed -
Field tests shall include demonstration of the proper
functioning of all sequence control equipment including all
protective devices and interlocks.
Pumping units will not be accepted unless they meet the
specified requirements during field testing.
It shall be the Contractor's responsibilityto provide and
pay for all water, piping, machinery and equipment necessary
to perform the field tests specified. Modification of the
station piping to allow recirculation of the test water shall
be permitted but the Contractor shall dismantle the test
piping and reinstall the piping as shown on the Drawings at
no additional cost to the Owner.
(END OF SECTION)
5

,,ENC't' POLDER SYSTEM
The generator shall be capable of continuous service at rated output
for the duration of any utility power failure. The engine and
generator shall be the product of one company; and that company and its
authorized distributor, shall have the sole responsibility for the
aerformance of the engine- generator set and its accessories. It shall
be a new, factory assembled and tested set as manufactured by Onan
Corporation /Cummins Engine Company, Inc. or approved equal.
Rating of the engine -generator set shall be based on operation of the
set when equipped with ail necessary operating accessories such as air
cleaners. lubricating oil pump, fuel transfer pump, fuel injection
pump, jacket water pump, governor, alternating carrent generator, and
exciter regulator.
The engine -generator set shall be capable of producing standby rating
at 0.6 power factor for applications at the ambient and
altitude conditions at the site. The unit shall be a 35kW, 35debb
Cummins / Onan model. enclosed, trailer mounted engine / Generator,
120/230 volt, 3 phase to start one (1) 5.0 H.P. pump motor while
another 5.0 H.F. pump motor is running. The portable unit shall be a
complete set with 50 gal. fuel tank in trailer. control panel, meters
and gauges, battery and charger mounted. The unit shall have a 25 ft.
cable and plug.
of 35 kW ,
ENGINE SPECIFICATIONS:
e shall be a diesel engine designed specifically f ?r generator
It shall be a four cycle engine.
Horsepower rating shall be as required. Engine manufacturer's
published curves shall be submitted. Set shall be capable of
continuous operation for a minimum of 30 days without damage, and shall
c.ompl y with DEMA standard practices.
The engine shall be
able of satisfactory performance on a readily
available commercial grade.
The fuel system shall be that which is normally used by the engine
manufacturer. it shall include a fuel transfer pump to lift the fuel
from the day tank and a replaceable element fuel f i l ter conveniently
located for servicing.
The engine shall be equipped with 12 or 24 volt electric system with
sufficient capacity to provide cranking of the engine at a speed which
will allow starting of the engine.
Lead acid batteries shall be furnished having sufficient capacity for
1

cranking the engine for at. least 30 seconds at firing speed at zero
degrees F. and with capacity for staring the diesel engine a minimum
of four times. A suitable battery rack and cable shall be provided.
The engine shall be equipped with automatic safety controls which will
shut down the engine, in the event of low lubricating oil pressure, high
jacket water temperature, and make electrical contacts for alarm lights
on the control panel.
ALTERNATOR SPECIFICATION
The generator shall be 120/230 volts, 3 phase, 4 wire.
The generator shall be a revolving field type, coupled directly to the
engine flywheel through a flexible driving disc for positive alignment.
The generator housing shall bolt directly to the engine flywheel
housing. The generator housing shall have a single ball bearing
support for the rotor. The rotor shall be dynamioally balanced. up to
25% overspeed.
The generator shail be of heavy duty compact design. Insulation shall
be Class F as recognized by NEMA. The field shall be equipped with
full amortisseur windings for paralleling.
Generator field excitation shall be performed by a rotating exciter
mounted on the generator rotor shaft through a brushless rotating diode
system. The voltage regulator shall be of the static -magnetic
amplifier type with silicon diode control. It shall be mounted on the
top or side of the generator and enclosed in a NEMA 3-R
enclosure. A built-in voltage adjusting rheostat shall provide 10%
voltage adjustment.
GENERATOR CONTROL PANEL - Unit Mounted for Single Unit Operation:
The generator control panel shall be mounted on the generator terminal
box by means of vibration isolators and contain a volt -meter, ammeter,
frequency meter and combination ammeter -volt -meter phase selector
switch.
A. 3 pole line circuit breaker of a size, as indicated on the power
riser dia4ram shall be mounted in alternator outlet box. Field circuit
breaker will not be considered as line C.B.
OPERATION -MAINTENANCE -WARRANTY
TESTING

Before the equipment is installed, a factory certified test log, of the
generator set showing a minimum of 4 hour testing with 2 hours of 100%
rated load, continuously, shall be submitted to the purchaser. Normal
preliminary engine and generator tests shall have been performed before
each unit assembly.
Prior to acceptance of the installation, the equipment shall be
subjected to full load bank test shall be performed at the job site,
for the convenience of specifying engineer or customer should either
wish to witness test and shall consist of 2 hours at full load,
connected with load bank. Record of test shall be submitted.
MAINTENANCE
The bidder shall furnish at least 3 copies of operating and maintenance
instructions covering the engine -generator andsuch auxiliary equipment
as may require published operating instructions or periodic
maintenance,
WARRANTY
The units offered under these specifications shall be covered by the
manufacture's standard warranty or guarantee on new machines and shall
be minimum of two years or 3600 hours operation, which ever occurs
first.
FUEL TANK
A 50 gallon day tank, with a required piping, shall be provided
internal to the trailer
AUILIARY COMPONENTS (Batteries, Charger, Transfer Switches. etc.)
All components shall be provided to the contractor by the engine
generator dealer in his package to insure proper coordination of all
components. Purchase of components by contractor through other sources
shall not be allowed. The contractor shall be responsible for
coordination of the plug in connections to the pump control panel and
the generator and with Union County publicworks.
(END OF SECTION)

TEST
Permit No,
Project Name
Type of Project
Title
First Name
Last Name
Applicant
Address
City
State
Zip
Consulting
Date Received
Acknowledgement
Payor
Fee Received
Check No.
Reg. I C.O. Dep,
Ref Due.
RefReq,
County
Region
Reviewer
Comments
285
WQ0010192
Waddington Corners Shopping Center
Pump & Haul
STEW
MCLEOD
DDINGTON ASSOCIATES
1320 1FIiEWS TOWNSHIP P
WS
NORTH C OLINA
28105
James McGovern & Associates
October 20, 1994
October 25, 1994
WeddingtonAssoc
400
1104
MR0
Union
Mooresville
Rex Gleason
TO: Kim Colson, Reviewer,
AT

TE OATH
NONMPD E FACILITY AND r PERMIT DATA
TR/ID E0A KEY 0
PEROINAL DATA FACILITY APPLYING FOR PERMIT RPP/PERMIT FEE --
FACILITY NAME) MEDDINOTOM ASSOC—CORNERS ' 8HOP7 COUNTY"> UNION
ADDRESS: MAILING (REQUIRED) ENGINEER. J MES MCGOVERN A800
STREET: 1320 MATTHEWS ILNEI-1P PKL9Yr aTE:- STREET: E01 N. POLK ST
CITY MATTHELIB 8T NC eIP 28105 CITY: PINEVILLE AT NC
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> GLE480N/KC FACILITY CONTACT STEVE MCLEOD
TYPE OF PROJECT) PUMP & HAUL, LAT' LONG;
DATE AAP RCVII 10/206O1 N=NEUs11 r0DIFICATI IN,R-REI OE> A
DATE ACKNOWLEDGED' 10/25/94 DATE REVIEWED 10/ 5/94 RETURN DATE
REG COMM RECC /' DATE DENIED / HADES
REG COMM RCVD I ," I>ATE RETURNED / IRIS L
ADD INFO PEAS 0T AG COM RELTS / / TRIO DATE
ADD INFO RCVD / >' 0T AG C0M RCVS
END STF1T APF' P O1/18/AA HATE ISSUED
FEE CODE( 4 MSII)�-I>10K0DIa3 C>1KGD),48C<1 50+SF.1 E
7=GaENDEL.Y.8=I8EIIELIA9=I(ILRECI,ONIN0 FEE) DISC CODES 02
ENG CERT DATE /` / LAST NOV DATE / / CONBILL
COMMENTS: 500 CPD> >PAYOR: LJEDIIINGTON Assoc; CK#1 104I 400a>
MESSAGE`: DATA ADDED SUCCESSFULLY * *
DATE EXPIRE
REL ION
0
P 2
08) 6 (8<= OOAY'a
A5N/CFI( F"RMT

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E.„ Director
tuber 21, 1994
MR STEVE MCLEOD
WEDDINGTON ASSOCIATES
1320 MAT"JEWS TOWNSHIP PARKWAY
MATTHEWS, NORTH CAROLINA 28105
Su
Dear MR MCL.EC
R Application No, WQl1101.92
Weddington. Corners Shopping Center
Pump & Haul
Union County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 20, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WA ,F,.R QUALITY NUMBER. WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rex Gleason. for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contac
you with an additional, information letter.
Be aware that the Division's regional office, copied below, must provide recommendations frol11 the
Regional Supervisor gar a Procedure Four Evaluation for this project, prior to final action by the
Division,
If you have any questions, please contact Rex
CC'
Moores ville Regional. Office
James McGovern & Associates
ason at (9. 733-5083.
Sincerely,.
Caro , McCas
Supervisor, State Engineering Review Group
Pollution Preve ntio a '
P.0. Box 295.35, Ral igh, North Carolina 27626-O535 Telephone. 919-'733- 015
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr,, P.E, Director
October 2, 1994
MR STEVE MCLEOD
WEDDINGTON ASSOCIATES
1.320 MATTHEWS TOWNSHIP PARK W AT
MATT'HEWS, NORTH C:A.ROLINA 28105
Subject: Application No, WOO1.01.92
Weddington Corners Shopping Center
Pump & Haul
Union County
Dear MR MCLEOD:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 20, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WATER QUALITY °MBER WHEN MAKING
INQUIRES ON THIS PROJECT,
Your project has been assigned to Rex Gleason for a detailed engineering review, Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
u have any questions, please contact Rex Gleason at (91.9) 733-5083.
cc: Mooresville Regional Office
James McGovern & Associates
Sine
y,
Carc"1yrr McCaskill
Supervisor, State Engineering Review Group
Pollution Pr Pays
.o. Box 29535. Raleigh, North Caro inaz "27E 6-0535 Telephone. [phone]
Employer
An Equal Opportunity ff3%rm ati