WQ0032529_Regional Office Historical File Pre 2018

WA?"
�4RQG
� r/�► a a rti\ �
Mr. David Treme, City Manager
City of Salisbury
217 South Main Street
Salisbury, NC 28144
Dear Mr. Treme,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 18, 2007
Subject: Permit No. WQ0032529
City of Salisbury
The Grand on Julian Sanitary Sewer Outfall
Wastewater Collection System Extension
Rowan County, North Carolina
In accordance with your complete application received on November 30, 2007, we are
forwarding herewith Permit No. WQ0032529, dated December 18, 2007, to the City of Salisbury for the
construction and operation of the subject wastewater 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 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 June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed 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: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Oppodunity1Affirma6ve Action Employer— 50% Recycledl10% Post Consumer Paper
No `hCarolina
(Naturally

Mr. Treme
Page 2
December 18, 2007
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 the City of Salisbury for the construction and operation of approximately 576 linear feet of 8-
inch gravity sewer and the discharge of 0 gallons per day of collected domestic wastewater into the City
of Salisbury existing sewerage system, pursuant to the application received November 30, 2007, and in
conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable; the Division's Minimum Design Criteria forthe Fast -Track Permitting of Purnp
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 Resources and considered a part of
this perrnit.
The sewage and wastewater collected by this system shall be treated in the City of Salisbury
VVVVTP (NPDES No. NC0023884) prior to being discharged into the receiving stream.
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,
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
(ef
jbr Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit File
Harris B. Gupton, Gupton & Associates, PA
Surface Water Protection Central Files
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 2T; 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 permit 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 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
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 2t_ .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. High -priority sewer lines 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 §143-215.1C.
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,
6. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities,
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track 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 Permittee 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.
11. Noncompliance Notification:
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.

Voice mail messages or faxed information 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 occurrences shall file a spill report by
completing Part I 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 18th day of December, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032529
3

Fast Track EngineeringCertification
Permit No VVQ0032529
December 18, 2007
Owner/VV\AfTP/VVQCS
David Treme, City Manager
City of Salisbury
215 S. Main Street
Salisbury, NC 28144
PE
Harris B. Gupton
Gupton & Associates, PA
2200 Silas Creek Pkwy. Suite 2B
Winston-Salem, NC 27103
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, regulations 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
E Partial
Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (El periodically, J weekly, El full time) the construction of The Grand on Julian Sanitary
Sewer Outfall, a 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 2T; 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
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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.

pry PAGE 3
'K APP. ATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FRO FEL D TO FIELD!
1. Owner
la. City of Salisbury
Full Legal Name (company, municipality, HOA, utility, etc,)
lb, David W. Trerne, City Manager
0 Signing Official Name and Title (Please review 15A NCAC 2H :02 b for authorized signing officials!)
The legal entity who will own this system is:
0 Individual 0 Federal Municipality 0 State/County 0 Private Partnership El Corporation El Other (specify):
Application Number:
(to be completed by MO)
0
LL
f. NC
State
0
7
ld, 217 S. Main St,
Street Address
le, Salisbury
City
1g, 28144
Zip Code
1 h. 704-638-5270 1. 704-638-5232 1j.
4 Telephone Facsimile E-mail
(,) 2. Project (Facility) Information:
—I
CL 2a. The Grand on Julian Sanitary Sewer Outfall 2b, Rowan
County Where Project is o ted
CL Brief Project Name (permit will refer to this name)
4:( 3. Contact Person.
• 3a. Harris B. &Lipton, P.E
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 336-723-2459 3c. lyptpnpa@gu_ptoncompanies.com
Phone Number E-mail
1 Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be 2b. If sold, facilities owned by a (must choose one)
Retaining Ownership (i,e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc /Developer (Instruction IV)
O 0 Selling units (lots, townhomes, etc - go to Item B(2b))
/—
< 3. City of Salisbury _
E Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
X
EIL) 4a, Salisbury -Rowan WWTP (Town Creek Train)
Name of VWVTF 4b, NC0023884
WWTF Permit No,
Z 5a, City of Salisbya 5b 8" 5c.
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision El Car Wash
Apartments/Condominiums 0 Institution
0 Mobile Home Park El Hospital
0 School El Church
0 Restaurant 0 Nursing Home
El Office El Other (spec,ify):
7. Volume of wastewater to be permitted in this project: zero gallons per day
100 % Domestic/Commercial
% Industrial
% Other (specify):
8. If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
ETA (?i() Rv 04/04

FAPPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
W
Z
Z0
Z
0
1-0
Z
Ham
PAGE4
vide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
19(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
Residential Apartment Units: (flow allocated under separate permit application)
78 One Bedroom Units x 240 gpd = 18,720 gpd
126 Two Bedroom Units x 240 gpd = 30,240 gpd
36 Three Bedroom Units x 360 pgd = 12,960 ppd
240 Total Units = 61,920 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
576
ENTER TOTAL LINE LENGTH IN MILES'
0.109
1
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
r
Gravity or Force Main
(use the pull down menu)
Gravity
Location ID Power Reliability Option
(self chosen - as shown on { Design Flow Operational Point (1- dual line feed; 2- permanent generator wWATS; 3-
_ plans for cross-reference) _(MGD) GPM @ TDH _ portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
;SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
113. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
PTA 02/01 - Rev. 2 04/04

'Pr"'
PPLICATION for GRAVITY SFF;RS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
1 Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 0
(FAST TRAGIC SEWER SYSTEMS) to collect and record the stream classification213
data below (attach additional sheets as
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody, AND,
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
0
N
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
County
Waterbody Stream Waterbody
River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, David W Trerne, attest that this application for The Grand on Julian Sanitary Sewer Duffel!
has been reviewed by me and is accurate and complete to the best of my knowledge, l understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete, Note: In accordance with North Carolina
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.
Signing Officlat Signature
2. Professional Engineer's Certification:
CO
0
- )
Date
l attest that this application for The Grand on Julian Sanitary Sewer Outfall has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. ! 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 June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my .signature and seal signifies that 1 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 143-215.6B, 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, Harris B. Gupton
Professional Engineer Name
2b. Gupton & Associates, P.A.
Engineering Firm ..__
2c. 2200 Silas Crk. Pkwym Suite 2B
Address
2d_ Winston-Salem
City
2g. 336-723-2459 2h. 336-761-1425
Telephone Facsimile
2e. N.C. 2f, 27103_ ._....__..
State Zip
2i, guptonpa©guptoncompanies
E-mail Seal, Signature & Date
I:°rA 111101 - Rev 1 tI4/04

ping 7h
b. S,libu
SALISBURY, N. C.
N3537.5---W8O22.5/ 7.5
AIM 4955 IIP NW---SERNES V842
ROCK w'"ELL, N. C.
N3530—W5022,5/7'.5

Gupton
Engineering -Planning -Surveying
2200 Silas Creek Pkwy.„ Suite 2B
Winston-Salem, N.C. 27103
[phone]
[phone] Fax
Memo
Toc NCDENR, Public Water Supply Section
From Bryon Hobson
Datm 11 f28107
Roc Julian Road Apartment Project
On 11/20/07 we ovemited your department the Fast Track. Application for the Grand on Julian.
However, we apologize but forgot to send the checks and flow acceptance letter with the application.
Please find the checks and letter attached.
RECEIVED
N DPN Q
e ai r Profec
ion

November 27, 2007
lvdr. Harris B. Gupton, P.E.
Gupton and Associates
2200 Silas Creek Parkway, Suite 2B
Winston Salem, North Carolina 27103
RE: The Grand on Julian
Dear Mr. Gupton,
NC C P MR0
SUrfoue Water Prc&ectrcn
The City's water treatment facility and distribution system have sufficient capacity to support an
additional demand of 61,920 GPD created by the proposed development.
The City's wastewater treatment facility, the Salisbury -Rowan Wastewater Treatment Plant
Town Creek Train, permit # NC0023884, and collection system also have sufficient capacity to
support an estimated additional flow of 61,920 GPD created by the proposed development.
If you have any questions or comments please, contact me at [phone],
Cc: File
Salisbury, NC 28144
Sincerely,
Jeffrey B. Jones, P.E..
Planning and Research Manager
Salisbury -Rowan Utilities Telephone [phone]
Utilities Engineering Division Fax [phone]

e
Central Files: APS SWP
12/18/07
Permit Number WQ0032529
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
0
Facility
Facility Name
The Grand on Julian Sanitary Sewer Outfall
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name Owner Type
City of Salisbury Government - Municipal
Dates/Events
Orig issue
12/19/07
App Received Draft Initiated
11/30/07
Scheduled
Issuance
Owner Affiliation -
David Treme, City Manager
PO Box 479
Salisbury
NC 28145
Public Notice Issue Effective Expiration
12/19/07 12/19/07
Regulated Activities Beauested/Received Events
Apartment complex Additional information requested
Condominium Additional information received
Wastewater collection
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

Fast Track Engineering Certification
Permit No. W00032529
December 18, 2007
Owner/WWTP/WQCS
David Treme, City Manager
City of Salisbury
215 S. Main Street
Salisbury, NC 28144
PE
Harris B. Gupton
Gupton & Associates, PA
2200 Silas Creek Pkwy. Suite 2B
Winston-Salem, NC 27103
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. regulations 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
I, Harris B. Gupton as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (a periodically, ❑ weekly, ❑ full time) the construction of The Grand on Julian Sanitary
Sewer Outfall, a 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 2T; 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
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
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.