WQ0014923_Permit (Issuance)_19980216

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
KAJL
ED E N R
February 16, 1998
Mr. W. Ray Weston, Jr.
Edens & Advant Investment Properties, Inc.
P.O. Box 528
Columbia, South Carolina 29202
Subject: Permit No. WQ0014923
Edens & Advant Investment Properties,
Inc.
Lowe's Foods Shopping Center
Wastewater Collection System
Moore County
Dear Mr. Weston:
In accordance with your application received January 30, 1998, attached is Permit No.
WQ0014923, dated February 16, 1998, to the Edens & Advant Investment Properties, Inc. for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 448 linear feet of 8 inch gravity sewer to serve 42,577 square
feet of store space at Lowe's Food Shopping Center, and the discharge of 5,109 GPD of collected
domestic wastewater into the Town of Robbins' existing sewerage system, pursuant to the application
received January 30, 1998, and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the Town of Robbins
Wastewater Treatment Facility (NPDES Permit No. NC0062855) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the Town of Robbins and the
Edens & Advant Investment Properties, Inc. for the collection and final treatment of wastewater is in full
force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written *request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 501/b recycled/ 10% post -consumer paper

If you need additional information concerning this matter, please contact Thelma Williams at (919)
733-5083 extension 524.
Sincerely,
�A�Preejston Howard, Jr., P.E.
cc: Moore County Health Department
Fayetteville Regional Office, Water Quality Section
Cox & Dinkins of N.C., P.C.

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality (Division) accompanied by an application fee, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. A copy of the record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Certification and one (1) copy of the "Record Drawings" to the Non -Discharge
Permitting Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the North
Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
9. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement wastewater collection facilities.

10. Noncompliance Notification:
The Permittee shall report by telephone to the Fayetteville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b . Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 16th day of February, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
j -1A. Pr+eston'Howard, Jr., P.E., Director
i 'Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014923
OA

Permit No. WQ0014923
February 16, 1998
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name Location and County
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature
Date
Registration No.
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
I

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
This form may be photocopied for use as an original. Pump Stations, force mains and low pressure sewws
(including S.T.E.P. systems) are not to be included as par, of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items -are included
with the submittal. . .
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
Armlicant's initials
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 2_14 .0205(c)(5). The fee for
sewer extensions is 5400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority, as granted by the Division of Environmental Management) is 5200./X/�
IV
3. If the owner/authority of the wastewater treatment facility CWW 1 r and/or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the project, then a letter(s)
must be provided from the owner/authority of the WWIF and/or collection system specifying the
volume of flow that will be accepted. The Ietter(s) should be recent (within one (1] year) and should :?
refer to the project by the same name as that identified on the application and the plms/specifications.
4. If the application is being submitted in the name of a privately owned public utility, written
documentation must be submitted from the Utilities Commission which demonstrates that the utility
is authorized to hold the franchise for the area to be served. In the case of contiguous service areas,
written documentation must be provided from the Utilities Commission ack.iowledging these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences, condominiums, or town houses AND if the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
H. PERMIT INFORMATION: SOC Project: Yes No.
1 �+ 1. Application Number (will be completed by DENT): 01t bb t (�cl a3
2. Specify whether project is: X new modifcadon.
3. If this application is being submitted as a result of a modification to -an existing permit, please complete:
existing permit number
and permit issue date
4. Specify whether the applicant is: public X private.
5. Application Date: January 20, 1998 6. Fee Submitted: S 400.00
7. Counry(ies) where project is located: Moore County, Town of Robbins
8. Applicant's Name (Please specify the name of the municipality, corporation, individual, etc.):
Edens and Avant Investment Properties, Inc.
FORM: GSPA 02/96
Page 1 of 4
1,-'CO copies of this document were printed at a cost of SI17.32, or SO.O84 per copy.

M. GENERAL INFORMATION:
1. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliancy): _ -
Edens and Avant Investment Properties, Inc. W. Ray Weston, Jr.
2. Mailing address: Post Office Box 528
City: Columbia State:
Telephone Number. ( 803 ) 779-4420
S.C.
ZIP:
29202
3. Project Name (Please specify the name of the subdivision, facility, or establishment The name should be consistent with
the project name on plans, specifications, letters of flow acc-.ptance, Operational -Agreements, etc.):
Lowe's Foods Shopping Center
IV. INFORMATION ON WASTEWATER:
1. Nature of Wast.-ware . 100 % Domestic/Commercial % Industrial
% Other (specify)
2. Volume of wastewater generated by this project: �L' gallons per day.
3. Explanation of how wastewater volume was determined: 120 GPD/1, 000 square feet x
42,577 square feet = 5,100 GPD
4. Name of wastewater mcatment facility receiving wastewater. Town Of Robbins Wastewater Treatment Plant
Owner of wastewater anaunent facility. Town of Robbins - James R. Britt, Jr. , Administrator
Facility PermitNumber NC00 NCO062855
or WQ
5. Indicate any parameters (and their concentrations) which will be gr...ater than normal domestic levels:
6. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility?
7. If a pretreatment permit is required, has one been issued? Yes No. If Yes, please attach a copy of
the pretreatment permit_ If No, when will one be issued?

V . DESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permiued, by diameter and length: -
Diameter (inches) Len¢th (linear feet)
8 448
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 1SA NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? Yes X No. If Yes, please identify and explain:
IMPORTANT:
If you responded Yes to question V.2 above, the completed application package,
including two (2) conies of plans. specifications. supporting inforination and
anv other materials, should be submitted for an individual permit.
FORM: GSPA 02/96 Page 3 of 4

.V1
VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm: Cox and Dinkins, of N.C. , P.-C.
City:
614 Holly Street
Columbia
Telephone Number. ( 803 254-0518
Professional Engineer's Certification:
State: S - C -
Zip: 29205
I, Gene L. Dinkins . auest that this application for Lowe's Foods ShoAning Center
has been reviewed by me and is accurate and complete. I further attest the proposed design h :s been prepared in accordance wu:.:he
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. Although c--rtairt
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature
and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineers Seal, Signature, and Date: CAKE
`.tetut�/�� s e
8 COX AND - SEAL
OTNKINS 15
No, C-1084 OG `,CccFt cl'
Applicant's Certification:
I, W. Ray Weston, Jr. . attest that this application for Lowe' s Foods Shoppinq Center
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me incomplete. Upon approval and completed construction, I will operate this system in accordance with the
North Carolina waste collectio�rtnit requirements.
Signature
Date t
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPA 02/96 Page 4 of 4

NON NPDES FACILITY AND PERMIT DATA 08/31/98 15:46:15
UPDATE OPTION TRXID 5OU KEY WQ0014923
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
FACILITY NAME> EDENS & AVANT INV PROP-LOWE'S2 COUNTY> MOORE 06
ADDRESS: MAILING (REQUIRED) ENGINEER: COX & DICKINS OF NC
STREET: P.O. BOX 528 STREET: 614 HOLLY STREET
CITY: COLUMBIA ST SC ZIP 28202 CITY: COLUMBIA ST SC ZIP 29205
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SERG/FRO FACILITY CONTACT W. RAY WESTON, JR.
TYPE OF PROJECT> SEWERS/P iVETE LAT: LONG:
DATE APP RCVD 01/30/98 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 02/02/98 DATE REVIEWED / / RETURN DATE
REG CONN REQS 02/02/98 DATE DENIED / / NPDES #- NCO062855
REG CONN RCVD 02/12/98 DATE RETURNED / / TRIB Q .0051 MGD
ADD INFO REQS / / OT AG CON REQS / / TRIB DATE- 02/16/98
ADD INFO RCVD / / OT AG CON RCVD / /
END STAT APP P 04/30/98 DATE ISSUED 02/16/98 DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 02 ASN/CHG PRMT
ENG CERT DATE 08/25/98 LAST NOV DATE / 1 CONBILL( )
COMMENTS: RECORD DRAWINGS REC'D 08/25/98
MESSAGE: ... DATA MODIFIED SUCCESSFULLY *xx
RECEIVED
SF? 0 2 1998
FAYETTEVILLE
REG. erF.CC

AS -BUILT GRAVITY SEWER REVIEW
Name of project: Low <'s 51 qf; 'S ��^�` ►- Permit No. 0 0 t 4-g z s
County Review Engineer: 'K:C. ZJj�
ter v ��tc.
Type: Date: iz ,ro/9�
These items were reviewed on the attached as built plans and X indicates the item met Minimum
Design Criteria, NA for not applicable. A blank indicates minimum design not met and approval
can not be given.
Item
Checked
Diameter of sewer line (8 inches public)(6 inches private)
X
3 feet minimum cover of sewer unless ferrous material pipe
X
Traffic bearing loads- Check proper design supports -
NA
High ground water conditions check for buoyancy
IVA
Mean velocity when sewer flows full is between 2-15 ft/sec?
R=Hydraulic radius (ft)= cross section area of flow (ft?) or diameter(in)
wetted perimeter 48
n= roughness coefficient = .013
S= slope of energy grade line, ft/ft
Velocity = 1.486 x (R) v3 x S
n
Minimum slope met based on pipe diameter (see chart)?
Pipe Diameter (inches) Minimum Slope feet per 100 ffgU
6 0.6 = 0.60%
8 0.4
10 0.28
12 0.22
14 0.17
15 0.15
16 0.14
18 0.12
21 0.10
24 0.08
27 0.07
30 0.06
36 0.05

Scouring velocity of 2 ft/sec is not met, will the system be flushed?
�C
Is there uniform slope between manholes?
If design velocity exceeds 15 ft/sec are manholes protected against
displacement against erosion and impact? (documented with PE seal)
Sewers >20% slope must be anchored with concrete or equal spaced as
follows: <36 ft. center to center for grades 2 1 % to 35%
<24 feet center to center for grades 35% to 50%
<16 feet center to center for grades 50% and greater
When a smaller sewer joins a larger one, the invert of the large sewer should
N
be lowered to maintain the same energy gradient.
If the diameter of the receiving sewer is smaller than the extension, the PE
may justify it and provide a certification that no overloading downstream
will occur.
Manholes shall be installed at the end of each line, at all changes in grade or
alignment, at all intersections and at distances of not greater then 425 feet
for all sewers unless routine cleaning documentation is provide by PE.
X
Cleanouts may be used in lieu of manholes for 6 inch private lines with
distances between cleanout not to exceed 100 feet.
Drop pipe shall be provided for a sewer entering a manhole at an elevation
of greater than 2.5 feet (30 inches) above the manhole inv Where the
elevation difference between the incoming sewer and manhole invert is less;5
Wes No F
than 30 inches the invert shall be filleted to prevent solids deposits.
desctA—... O/—s
Drop manholes should be constructed with an outside drop connection.
X
Inside drop connections shall be secured to the interior wall of manhole and
shall have access for cleaning.
XI
Outside drop connections shall be encased in concrete or ferrous pipe
specified with necessary blocking for drop connections, due to unequal q� �-
pressure from backfilling
Minimum diameter of manholes shall be 4 feet. Larger diameter manholes
are preferable for larger sewers. A minimum access of 22 inches shall be
�(
provided. A/o� 54-Jd 0,1 v-61 ovcvkt. --k
Inside drop manholes minimum diameter shall be 5 feet.
Flow channel straight thru a manhole shall conform as close as possible in
shape and slope to that of the connecting sewers. Channel walls shall be
formed or shaped to 3/4 of the height of the crown of the outlet sewer so as
not to obstruct maintenance, inspection or flow in the sewer.
When curved flow channels are specified in manholes, including branch
inlets, minimum slopes should be increased to maintain velocity.
e
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Gso S,416,4
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When pipe diameter(s) < manhole diameters, a bench shall be provided on
each side of the manhole channel.
Manholes shall be pre -cast concrete or poured in place concrete. Manhole
lift holes and grade adjustment rings shall be sealed with non -shrinking
mortar.
'�
Net and outlet pipes shall be joined to the manhole with a gasketed flexible
water tight connection or any watertight connection arrangement.
X
Watertight manhole covers are to required wherever the tops may be
flooded by street runoff or high water. Locked covers where vandalism
N
occurs.
Manhole Rims shall be 12 inches above 100 year flood elevation ----- The
manholes must be watertight and vented 12 inches above the 100 year flood
elevation. They must be vented every 1000 feet or every other manhole
X
which ever is greater.
The specs shall include a requirement for inspection and testing of entire
system for water tightness or damage prior to use.
Corrosion protection is required on the interior of manholes where needed.
X
Sewers entering or crossing streams shall be sufficient depth below the
natural bottom of the stream bed to protect the line.
1 foot of cover where sewer is located in rock. (measured from sewer top)
NA'
3 feet of cover in other material unless ferrous pipe
X
In major streams more than 3 feet of cover is recommended.
NA
In paved stream channels, the top of the sewer line should be below the
10
bottom of the channel pavement.
Along streams, lakes or impounds, minimum distance of 10 feet is required
X/NA-
outside of the stream bank to the sewer line.
50 feet distance is required from normal high water elevation for WSII,
X%NA"
V1'SIII, B, SA, ORW, HQW or SB.
If stream floods, the sewer outfalls, headwalls, manholes, gate boxes, etc.
must be located so they do not interfere with stream flood flows.
/NA
Sewers crossing or entering streams shall cross perpendicularly to stream
flow and be free from change in grade. PE must minimize these crossings.
/V
Sewers crossing or entering streams shall be constructed of ferrous material
with mechanical joints, watertight, and tested to 150 psi. PVC may be used
IVA
where 3 feet of cover can be maintained.
Aerial pipe crossings include flanged ro restrained joints, adequate supports
NA
to prevent flexing, frost heave, overturning and settling.

Aerial pipe design includes precautions against freezing such as insulation
and increased slope. Heaving is addressed when buried sewers change to
aerials.
Potable water (public or private) shall be in no way physically connected to
sewer line. No water pipe shall pass through or come in contact with any
/V A,
part of sewer manhole.
25 feet minimum separation from private well (ferrous pipe with joints
equivalent to public water supply design standards and pressure tested to
Ov F�
150 psi if can't be met)
50 feet minimum separation from public well (same as above if not met)
100 feet minimum distance to any private or public water supply source
including WS! waters or Class I/Class II impounded drinking water
nr
reservoirs (same as above if not met)
Within 200 feet of proposed sewer line, PE must show all existing
waterworks --basins, wells, treatment units.
X
10 foot horizontal separation from any existing or proposed water main
(measured edge to edge) (There are provisions if this can't be met)
X
12 inch vertical separation between storm sewer and sanitary sewer lines or
ferrous pipe specified.
x
18 inches vertically between the outside of water main and the outside of
the sewer for sewers crossing water mains. See specs for joints. If distances
x
can not be met the following can be done:
Ferrous pipe sewer pressure tested at 150 psi or
Either the water or sewer line may be encased in watertight carrier pipe
which extends 10 feet on both sides of crossing ---measured perpendicular to
the water main. Pipe must be approved by agency that approves water main
construction.
Wetlands--- Where sewer trench has potential to drain to wetlands, anti -
seepage collars must be installed.
Check PE's registration www.ncbels.org by registration no.
Comments of Engineer:
Review Engineer Signature Date
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Application Number: �,(�� �tD
Applicant:
Project Name:
Receiving Facility: tT&,)n 0
Flow Volume: _ 1p� GPD
Approval: _ _I✓ Denial:
Comments:
Regional Signature:
County. Mmtle -_
J
—__ Permit Number:('(Q�,�_
blow Type: )�— Domesdc Commercial . Industrial
Enq, t)eeR
2 -11-98
Application Number: County:
Applicant: __..
P'ruiect Name:
Receiving Facility:
glow Volume: _ _ GPD Flow Type
approval : Denial:
t:anments:
':eglonal :Pnature:�_,�_-
Permit Number.
Domestic Commercial Industrial
I Reel