WQ0024651_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2004
Mr. Mark Habeeb, Owner
H and G Management, LLP
• 333 Camelot Drive
Salisbury, North Carolina 28144
Subject: Permit No. W00024651
H and G Management, LLP
Mr. Gatti's Restaurant
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Habeeb:
In accordance with your application received on December 3, 2004, and additional information received
on December 3, 2004, we are forwarding herewith Permit No. WQ0024651, dated December 6, 2004, to H and G
Management, LLP' for the construction and operation of the subject waslewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
,Please pay particular attention to Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individualsystem-
widecollection system permit issued to the Pemiittee.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet 1)
15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted .tune 1r,20D0, as applicable, unless specifically_ mentioned
�_T w�.�;. _ :., .f. •-r-...:.,..^....n'_ :�,x.u..... . r_•._-.wr;.,.,
Herein. Divisionappova! is based on aotteptance of the 'certification provided by a North Carolina-l'icerrsec#
Professional Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer
to the licensing board.
Mooresville Regional Office : 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10°% Post Consumer Paper
1V
_ .one Caro
,Naturally

Mr. Mark Habeeb
Page 2
December 6, 2004
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 H and G
Management, LLP for the construction and operation of approximately 21 linear feet of 6-inch gravity sewer to
serve a 156 seat restaurant as part of the Mr. Gatti's Restaurant project, and the discharge of 6,240 gallons per day
of collected domestic wastewater into the City of Salisbury's existing sewerage system, pursuant to the
application received December 3, 2004, and in conformity with 15A NCAC 2H .0200; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural Resournes
and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Salisbury -Rowan VWVTP
(Town Creek Treatment Train NPDES No. NC0023884) prior to being discharged into the receiving stream.
This permit shall become voidable unless the agreement between H and G Management, LLP and the
City of Salisbury for 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 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless
such demands are made, this permit shall be final and binding.
1699.
If you need additional information concerning this matter, please contact Sonja Basinger at (704) 663-
Sincerely,
for Alan W. Klimek, P.E.
cc: Rowan County Health Department
Mooresville Regional Office, Wafter Quality Section (WWTF Permit No. NC0023884)
Darryl Wagoner, Salisbury Engineering and Planning
Water Quality Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the following
specified conditions and limitations:
1. ' This permit shall become voidable unless the wastewater collection facilities are constructed in accordance'. ,
with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein.
2. This pemnit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual permit is not required,
the following performance criteria shall be met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land
or surface waters, and any contravention of the groundwater standards in 15A NCAC 2L .0200 or the
surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e:.: `,H igh-priority sewer I Ines shall be inspected at least once per every six-month period of time.,
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General
Statute §143 215.1 C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is.a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request shall be considered on its merits and may or
may not be approved;
5. Construction of the gravity sewers, pump stations, and force mains 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. - , ' • - r
6. Her 15A NCAC°2H .02200upon completion of construction and prior to operation of these permitted,
facilities; thecampleted Engineering Certification form attached toe this-permitsfhall be -submitted with tile'
:required supporting documents'to the address provided on the form: A'complete certification is "one where
. .the form is'fully_exeatted and the'supporting documentiare provided as applicable.
A copy of the construction record drawings shall. be maintained on file by the Permittee for the life of the
wastewatercollection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast Trade Permitting of Pump Station and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials may subject the, Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C.
9. In the event that the .wastewater collection 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 facilities.
•
10. The issuance of this permit shall not exempt the Pemhittee from complying with any and all statutes, rules,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion
and sedimentation control requirements in 15A NCAC Ch. 4 and under the Division's General Permit
NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
Noncompliance Notification t
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville 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 pumping station or sewer line resulting in a by-pass directly to receiving waters without
treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed inforrnation is permissible, but shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occun-enoes shall file a spill report by completing Part 1 of Form CS-SSO (or the most current
Division approved form), within five days following first knowledge of the occurrence. This report shall
outline the actions taken or proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or
the most current Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 6th day of December, 2004. .
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime ; ' .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024651
3

Fast Track Engineering Certification
Permit No. WQ0024651
December 6, 2004
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit_requlations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
1, , 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 Mr. Gatti's Restaurant,
Rowan County project 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; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
{KITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
ATTN: DEE BROWDER
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension 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.

z
0
-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ,AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
ner,
__H _c3TYd..w.Ci—Man m ant_._ L LE _
Full Legal Narne (company, municipality, HOA, utility, etc)
Signing Official Name and Tile (Please review 1 aA Na
The legal entity who. will own this system is:
at Individual 0 Federal 0 Municipality 0 tale/County 0 F r'iv;)v Partnership [j .Corporation [.rj Other (specify):
lb.
lc.
333 Camelot Drive
� - -.._
Str et Address
N.C.
Slate.___._
Telephone fracsirrile
Project (Facility) Information::
Mr. Gatti s Restaurant
Grief Project. Name (permit will refer to this nanie)
Contact Person:
DarrylWagoner, Owner SE&P
Name and Affiliation of Someone Who Can Answer Ouestio
3b. (704) 633--8550
Phone Number
Project is New 0 Modification (o
2. Owner is 0 Public (skip to Item B(3))
2a. if private, applicant will be:__..
permit)
Private
[2 Retaining Ownership (i.e, store, church, single offocc, etc,)
0 Leasing units (lots, townhomes, etc, - skip to item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
3, City cif Salisbury
Owner of Wastewater Treatment Facility (WWTF) Treating W
4a Salisbury -Rowan WWTP (Tc 41 CCi?EEK.
Name of \NWTF T
5a City € f Salisbury5b,
Lt_
Owner of Downstream Sewer Receiving Sewer
The origin of this wastewater is (check all that apply):
0 Residential Subdivision 0 Car Wash
0 Apartments/Condominiums 0 Institution
W 0 Mobile Home Park 0 Hospital
0 School 0 Church
Restaurant ❑ Nursing Horne
0 Office ❑ Other (specify)
PAGE I
Application Number:
ed by DWQ) 1N 0 c (to be completed __ ..,...
uthorized signing officials!
Salisbury
28144
Zip Code
Rowan
County Where Project is
About this. Application
c. seandp@ ao1. COM
_._ E-mail
If Modification, Permit No.:
2b.
Ld
ilities owned by a "one,)
0 Public Utility (Instruction
0 Homeowner Assoc.iDeveloper (Instruction IV)
r From This Project — -_
NC0023884
+'TF Permit No.
-� .
7, Volume of wastewater to be permitted in this project. 6 2 4,0 gallons per d
8. !f the permitted ....-da_.._. _..._ -_ _....-...._ - _..,. .-
flow is zero, indicate why'
0 Interceptor Line - Flow will be perrnitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected
Number of Downstream Sewer
( % Domestic/Commercial
% Industrial
% Other (specify):
y
f'A 02103

ACC MP[. CA,TION for GRAVITY SEWERS, PUMP S°f"A" IC NS, AN
FtCE MAINS PAGE2
Provide the wastewater flow Gal ufa
CJ2(
10 1) for Item c,(7) or the des
that in15A NCAC 2H .0219(I)(1-2) must he aq raa+.,e d prior to submittal of tt
the Division of 'Water Quality, Non -Discharge arge f6 rinati"ig UnFI, 1f317 Mail Se,
accordance with 15A NCAC 2H .U219(l'(:i).
156 seats at 40 GPD/seat
10. Summary of 5e:w`evr Lines to t?+.
Size (inches)
6"
z
r
Z
0
ENTER TOTAL LfN4E LENGTH IN MILES
`
21'
;rtrdance Witl L 15A NCAC 2H
in the spade t Iow Values other ttrbin
o 34ian. Sebnlit a separate aratt 'e qa est to
enter, Raleigh, N Z7599_1611 in
11. Summary of Pump. Stations to be Perrr:itt °d (atta h additional sheets as necessary')
Location ID
0 (as shown on plans)
z
Design Flow Operational Pint
(MGD) GPM @ TDH
Does the sewet system corn irnurn Desi
Mai(facto i version), the. Gravity Serwt.r Minimum Desig
;' ,', e-rr (_..,1 No It no, please reference the pertinent
variance is requested,
t Force Main
!own menu)
Crr'tvity
'it�t
uravity
Grai
Power Reiiaditity Option
(dual line feed, permanent generator,
portable generator, wet weU storage)
r the Fast Track Pernaittir'tr
ion) and 15A. NCAC 26�i
design ccite rsa or regutaatictn a
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WIT
ve the f'ot4'ov
perrttiIs) erttificaticns been submitted for approval
Welland/Stream Crossings - General Permit of 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
rj Yes [] No
Li Yes ❑ No
E. Yes n No
[A NIA
NIA
N/A
YOUR APPLICATION
ETA i)'

'CATION for GRAVITY SE "`F E,R. S, PU t
STA
FORCE MAINS
PAGE 3
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA tt 14
(FAST -TRACK SEWER SYSTEMS)'" to collect and record the stream cia.ssification data below (attach additional sheets as
necessary). This document is available from our web site or by conta.ct'ing the appropriate Division of Water Quality
.ffce (see instructions for addresses) OP indicate the foliowing-
trrrs.hed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody, AND,
A Watershed Cias.siuc
regi
!ed because the design does not depend on wet well storage as a power
reliability option for any pomp station near a Crass C down scope watert ody,
n Name of
Waterbody
WaterOody Stream Waterbody
County River Basin tnde.x Classification
Site Town Creek Rowan
Yadkin 12--115-3 C
Submit the 8.5'. x 11" topographic map as required in Instruction VI regardless of whether a classification is provided"
t. Applicant's Certification,
iattest that this application for Mr. Gatti's
and complete to the best of my knowledge_ I understand tr
and that if all required supporting documentation and attachrnen
being returned as incomplete. Note. In accordance with North C
has be er'a reviewed by me and is accurate
quired parts of this application are not completed
not included, this application package is subject to
General Statutes 143-215,6A and 143-215.6E3,
any person who knowingly stakes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil .penalties up to $25,000 per
violation.
Sign�ture
Professional Engineer's Certification:
Date
attest that this application for Mr , Gatti ' s has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plait,, calculations, and all other supporting documentation to rite
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting' of Pump Stations and Force Mains adopted dime
1, 2000 and the watershed classification in accordance with Division guidance, Although ce.rtwn portions of this subrr olal
package may have been developed by other professional's, inclusion of these materials render my signature and seat
signifies that I have reviewed this material and have judged it, to be consistent with the proposed design_ Note: In
accordance with NC General Statutes 143-215, 6A and 143-215.68, any person who knowingly makes any false statement
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Darryl .Waganer—_ w,r.._.
Professional Engineer Name
2b. _S,i1i.sbu.r_y_Erag neezin _ 4 P l n3n-y __
Engineering Firm
2c_ 5_16=A.....
Address
2d.
City
...wS.t.r:.e e t
2e. _NG ._...._.__2f. 28Q 7-L
state Zip
29- (4 _633-85 St. 7Q 4-6_. 3-85.54i. SEANDP@AOL,com
Telephone Fa innate E-mail
TA 02

F'urnpinp
Station
548
.ith Salisbury
G`14"WELL)

SALISBURY ENGINEERING & PLANNING
516-A NORTH MAIN 'STREET .• SALISBURY, NC 28144
DARRYL L. AGONER, P.E.
704-
December 2, 2004
DENR
Division of Water Quality
610 East Center Ave., Suite 301
Mooresville, N. C. 28115
RE: Sanitary Sewer Extensions to serve
Mr. Gatti's Restaurant
Rowan County
Dear Sir or Madam:
3-8550
Please find enclosed two applications and a flow acceptance letter for approval for the
above referenced project. Please advise immediately if additional information is required.
Enclosures
P4C PT,. a s
4 DNAT
0
NT

Entity Names
Page 1 of 1
North Carolina
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Date: 12/3/2004
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Corporation Names
Name
NC H & G MANAGEMENT,
L.L.P.
Limited Liability Partnership
Name Type
Legal
Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0451081
Current -Active
2/19/1998
Domestic
NC
FEB 1999 .
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Habeeb, J Richard
1609 S. Horner Blvd
Sanford NC 27330
1609 S. Horner Blvd
Sanford NC 27330
1609 S. Horner Blvd
Sanford NC
Principal Mailing Address: No Address
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12/3/2004

November 22, 2004
Mr. Darryl Wagoner, P.E.
Salisbury Engineering and Planning
51 b-A North ,Main. Street
Salisbury, North. Carolina 28144
RE: Mr. Gatti's Restaurant
122 South Avalon Drive
Salisbury, NC
Dear Mr. Wagoner,
The City's wastewater treatment facility, the Salisbury -Rowan Wastewater Treatment Plant
Town Creek Train, permit # NC0023884, and collection system have sufficient capacity to
support an estimated additional flow of 6240gpd created by Mr. Gatti's Restaurant being
constructed by H and G Management.
If you have any questions or conunents please, contact me at [phone].
Cc:
1 Water Street
Salisbury, NC 28144
Sincerely
Jackie R. Grunden.
Utilities Engineering Technician.
Salisbury -Rowan Utilities Telephone [phone]
Utilities Engineering Division Fax [phone]

12/06/04
Permit Number WQ0024651
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
6240
Facility
Fast Track
Facility Name
Mr. Gatti's Restaurant
Location Address
Owner
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
H and G Management, LLP
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Mark
333 Camelot Dr
Salisbury
Habeeb, Owner
NC 28144
Orig Issue
App Received
12/03/04
Regulated Activities
Scheduled
Draft Initiated Issuance
Public Notice Issue Effective
] z16 04-
Requested/Received Events
Restaurant
Wastewater collection
Outfall NULL
Expiration
Additional information requested
Additional Information received
Waterbody Name Stream Index Number
Current Class Subbasin