WQ0022618_Regional Office Historical File Pre 2018

of NN A7FR„ 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
Coleen H. Sullins, P.E., Deputy Director
Division of Water Quality
June 25, 2003
Mr. Jon Dyer, Public Works Director
Union County
400 N. Church Street
Monroe, North Carolina 28112
Subject: Permit No. WQ0022618
Union County
Indian Trail Center
Wastewater Collection System Extension
Union County
Dear Mr. Dyer.
In accordance with your application received on May 5, 2003, we are forwarding herewith
Permit No. WQ0022618, dated June 25, 2003, to Union County 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 2H .0227 or any
individual system -wide collection system permit issued to the Permittee. Also note Permit Condition 12
regarding variance to gravity sewer.
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 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.
A7;7
NCDE'
Mooresville Regional Office
919 N. Main Street, Mooresville, NC 28115
DENR Customer Service Center
Internet http:/lh2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
Telephone 1 B00 623-6748

Mr, Jon Dyer
Page 2
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 Union County for the construction and operation of approximately 249 linear feet of 6-inch
gravity sewer to serve a restaurant, office and grocery store as part of the Indian Trail Center project,
and the discharge of 8,750 gallons per day of collected domestic wastewater into Union County's
Crooked Creek WVVTP (NPDES No. NC0069841) existing sewerage system, pursuant to the
application received May 5, 2003 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 Resources and considered a part of this permit.
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 1508 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 perrnit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
fbr Alan W. Klimek, P.E.
cc: Union County Health Departrnent
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0069841)
Kevin Herring, Frontier Land Surveying
Water Quality Central Files
NDPU Files

- .• •
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 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 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 prior to January 1, 2004 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.

•
r1
4W.
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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; 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 construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the 'Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 2H .0200; 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.

prilliV .... 1 .. -1......
11. Noncompliance Notification:
The Permittee shall report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five 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.
12. Variance to Gravity Sewer MDC:
A variance is granted to leave the 6-inch line and allow the public utility to own it after manholes
and other sufficient upgrades have been completed. However the line, with the projected peak
flow (2.5 times average daily flow), will have a velocity Tess than 2 feet per second. This line shall
be deemed high priority. High priority lines must be evaluated once every six months and cleaned
as necessary. This line shall be referenced as high priority in Union County's System wide
Collection System Permit (WQCS00054) upon issuance. Documentation regarding the evaluations
must be maintained for a minimum of three years. If at such time the line reaches 80% capacity
(from growth or Ill problems), it shall be upgraded to 8-inch minimum.
Permit issued this the 25th day of June, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W_ Klim , P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022618

Permit Number WQ0022618
Permit Tracking Slip
05/15/03
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 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
8750
Facility
Facility Name
Indian Trail Center
Location Address
Owner
�P—ivl 1`T- j s sur`D 6/2-4 / 03
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Union County Government - County
Owner Affiliation
Jon Dyer
400 North Church Street
Monroe NC 28112
DateslEvents
Scheduled
Orig Issue App Received Draft Initiated Issuance
05/05/03
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Food preparation, other Additional Information requested
Restaurant Additional information received
Outfall NULL
Waterbody Name Stream Index Number
Current Class Subbasin

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: t ,� ! Zb) e
(to be completed by DWQ) �! v Q �dZ
1. Owner:
la. Union County Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
z
1 b. Jon C. Dyer PE, Director
0
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
F"
1 c.
The legal entity who will own this system is:
IN individual 0 Federal ❑ Municipality® State/County ■ Private Partnership
■ Corporation
■ Other (specify):
ce
Id.
400 N. Church Street
1e. Monroe
0
LL
Street Address
City
Z
1f.
NC
lg. 28112
Z
State
Zip Code
0
1 h.
704-296-4210
1 i. 704-296-4232
1j.
H
Q.3
Telephone
Facsimile
E-mail
C
2.
Project (Facility) Information:
13
2a.
Indian Trail Center I2b.
Union
d-
Brief Project Name (permit will refer to this name) 1
County Where Project is Located
<
3.
Contact Person:
Q
3a.
Kevin E. Herring PE (Project Engineer)
Name and Affiliation of Someone Who Can Answer Questions About
this Application
3b.
704-283-9726
I3c.
Phone Number 1
E-mail
1.
Project is ® New ■ Modification (of an existing permit)
If Modification, Permit No.:
2.
Owner is
>_i
Public (skip to item B(3)) ■ Private (go
to Item 2(a))
2a.
If
■
•
■
private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.)
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
2b.
If sold, facilities owned by a (must choose one
■ Public Utility (Instruction III)
• Homeowner Assoc./Developer (instruction 1V)
O3. Union County Public Works
I —Owner of Wastewater Treatment Facility (VVWTF) Treating Wastewater From This Project
'4a. Crooked Creek WWTP
4b. NC0069841
M Name of WWTF
VTF Permit No.
WV
re
0 5a. UCPW
5b. 8"
5c. Unknown
Lt.
Z
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer
6. The origin of this wastewater is (check all that apply):
a
WMIApartments/Condominiums
■ Residential Subdivision
■ Car Wash
E Institution
100 % Domestic/Commercial
a
IN Mobile Home Park
• School
•
❑
Hospital
Church
% Industrial
'
m
►_0 Restaurant
❑ NursingHome
Other
% (specify):
0 Office
® Other (specify): Grocery Store
7. Volume of wastewater to be permitted in this project: 8750 gallons per day
8. If the permitted flow is zero, indicate why:
• Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
■ Flow has already been allocated in Permit No.
■ Rehabilitation or replacement of existing sewer with no new flow expected

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(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(1)(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).
See attached Sheet 'Volume of Wastewater Generated"
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(pull down menu)
6"
249
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.047
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(as shown on plans)
Design Flow
(MGD)
Operational Point
GPM © TDH
Power Reliability Option
(dual line feed, permanent generatorw/ATS,
portable generator w/autodialer, wet well storage)
12. Does the sewer system
Mains (latest version),
comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
no, please reference the pertinent minimum design criteria or regulation and indicate why a
is requested:
met for "new" installation. Subject sewer is an existing 6" PVC line meeting minimum slope criteria.
is being modified by adding manholes and will accepted and taken over by local public works dept.
• Yes ® No If
variance
Minimum criteria is not
This existing 6" line
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0 Yes ❑ No
Co N/A
® N/A
■ Yes 0 No
■ Yes • No e N/A

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
Z
0
p.
Q
0
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yreliability
CC
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CI
W
2
CO
Ce
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II—
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V
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification 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 Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND,
►I A Watershed Classification is not needed because the design does not depend on wet well storage as a power
option for any pump station near a Class C down slope waterbody.
Location ID
Map
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
Z
0
I—
Q
0
Li.
H
I4
W
0
I,2g.
1. Applicant's Certification:
1 attest that this application for has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 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 143-215.6B,
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.
% 1a.
iL{r 6(e/ 4(zQ D�J
Signing Official Signat Dafe
2. Professional Enginee ere r t i fi c a t 1 o n :
1 attest that this application for Indian Trail Center
accurate, complete and consistent with fhe information in the engineering plans, calculations,
documentation to the best of my knowledge. 1 further attest that to the best of my
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting
Mains adopted June 1, 2000 and the watershed classification in accordance with Division
portions of this submittal package may have been developed by other professionals,
signature and seal signifies that 1 have reviewed this material and have judged it to
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person
statement, representation, or certification in any application shall be guilty of a Class
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
has been reviewed
and all other
knowledge the proposed
Design Criteria
of Pump Stations
guidance. Although
inclusion of these
be consistent with
who knowingly
2 misdemeanor
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yy i29
Sell, signature
by me and is
supporting
design has
for Gravity Sewers
and Force
certain
materials under my
the proposed design.
makes any false
which may include a
2a. Kevin E. Herring PE
o /
9 �� *
rfti
! i
�Q;.' C9 ��s z
Professional Engineer Name
2b. Frontier Land Surveying
Engineering Firm
2c. 1394-B Walkup Ave.
Address
2d. Monroe 2e. NC 2f. 28110
City
State Zip
�a3
& Date
704-283-9726 2h. 704-238-8561
2i.
Telephone I Facsimile
1 E-mail

Project: Indian Trail Center
Volume of Wastewater Generated
Existing Shopping Center
Grocery 53362 sf @ 120 gal / day/ 1000 sf
Retail (2640 sf) 8 employees @ 25 gal / day / employee =
Beauty Shop 6 booths @ 125 gal / day / booth
Proposed Retail
8 units (7534 sf)
Prop. Food Stand
32 employees @ 25 gal / day / employee
(4 empl / unit)
1000 sf @ 50 gal / day / 100 sf
4 employees @ 25 gal / day / employee
6400 gal / day
200 gal / day
750 gal / day
800 gal / day
500 gal / day
100 gat / day
Total wastewater generated = 8750 gal / day

1250 fC Salo: e : 7,200 .Detail: 14-0 .Datum: "NA

P31.1
UNION COUNTY PUBLIC WORKS
400 N. Church Street
Monroe, NC 28112-4804
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
919 North Main Street
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve Indian Trail Center
We are sending you: El Copy of letter ❑ Plans ❑,Prints ❑ Shop Drawings
® Other
TRANSMITTAL
Date: 4/29/03
Copies
Date
No.
Description
1
4/29/03
Original Non Discharge Permit Application
1
4/29/03
Copy of Non Discharge Permit Application
1
3/25/03
58488
Check for $400.00 (Application Fee)
IBC f)tPT. Ur ENWKON MENT
AND NATURAL RESOURCES i
MOORESVILLE REGIONAL OFFICE
(�rr�ann I
MAY 0 5 2003
These are transmitted as checked below:
WATER QUALITY SECTION
® For approval ❑ For your use ❑ As requested ['For review and comments
Remarks:
Signed: „AK,
Received by: Date:

41rctr.ial_E�r„
ITAiiffwna-
f' c t r11►y/13iL C7 EnVik.l I iiM FT.-. 'r s
.111 1711E 'tffirMk. �' C., L 1r
�iu$an eramait CLaiiic
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jon C. Dyer, Director
Union County Public Works
400 N. Church Street
Monroe, NC 28112
April 14, 2003
Subject Fc ra c Permit Appiii=trcra
Il x a Trail Cyr
W t O 1e cra �..i E scrn
Union C` l,
Dear Mr. Dyer
The Division of Water Quality's Mooresville Regional C is ar-, - ie t: a e a cc aipirmilai
package for review for the following reason(s):
✓ The application form submitted for the ±ject projeno c-..itipfe axt
return the most current version of the fast -track app " 1 �t LrR.'f+L d ;A C _ hiS form is
available for download from our Non -Discharge Perimng tLwe:r sta 5o=E
http://h2o.enr.state.nc.us/ndou. Please tse FCRM: FTA m: greet sezer.. aip s
and/or force main project submittals unless otherwise art This za n1i i� ; s:F:1 FTA.
06/00.
Please note that the item(s) listed above must be iric'uded anditc-=rnoie .fcrr 1ari�irg ale
permit application package for approval_ Your appEcation is ~r tined ZS tC:=1tri
accordance with 15A NCAC 2H .0208. The suds of approval pu1;cn
the receipt of complete and accurate appli ions. Reasa rna±re argrc ciiam c..au crm aic
resubmit the application. The review process will then begin upcn r• pt ar TE c=clieziecf ai c r
corrected application.
Please be advised that construction and/or operation of 1`a er: 1e crn �"4-1.-.1extartstri with=
a valid permit is a violation of North Carolina General �.. 143 215.t and nrofs±i tleAppfft
to appropriate enforcement actions in accordance mitt Nan C ihaC- iera ] t-2t5e. CTa
penalties of up to $25,000 per day per violation rray be ftitze fta sue. x a per`rn'i`rewired
by North Carolina General Statute 143-215.1_
Mooresville Regional Off=
919 N. Main Street, Mooresville. NC 281:5
DENR Customer Service Cerr
An Equal Opportunity Action Erpiolsr
e e (I A) ��a : 7C4, -fr.73--mat3
Teiscrixe 1 MO ��TaB
a ^.-ide .11C% sr— mrs:.m :tee:

April 14, 2003
If you should have any questions regarding the acceptance a li' ate, please do not testae
to contact me at [phone]. Thank you for your n
E_D_ oweler
ivircnrnenial Engineer
Enclosures
cc: Application return file

Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
June 11, 2003
MEMORANDUM
TO: Permit File W00022618
FROM: K. Marie Doklovic, PE
SUBJECT: Variance to Gravity Sewer MDC
The Indian Trail Center project includes a variance request for minimum line size. The existing 6-inch
line was privately owned and possibly never permitted. The applicant, Union County, is willing to
modify the Tine by adding manholes and then taking it over. The projected flow is 8,750 gpd for a
restaurant, office and grocery. Assuming the minimum slope of .006 ft/ft, Manning's n of .013 and the
peak project flow of .3 cfs, the velocity is still much less than 2 fps.
SUMMARY - A variance is granted to leave the 6-inch line and allow the public utility to own it after
manholes and other sufficient upgrades have been completed. However the line, with the projected
peak flow (2.5 times average daily flow), will have a velocity less than 2 feet per second. This line
shall be deemed high priority. High priority lines must be evaluated once every six months and
cleaned as necessary. This line shall be referenced as high priority in Union Countys Systemwide
Collection System Permit (WQCS00054) upon issuance. Documentation regarding the evaluations
must be maintained fora minimum of three years. If at such time the line reaches 80% capacity (from
growth or L4 problems), it shall be upgraded to 8-inch minimum.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh. NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http•JRr2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

Permit No. WQ0022618
June 25, 2003
ENGINEER'S CERTIFICATION
PY
Partial X Final
I, Kevin E. Herring, 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 Indian Trail Center Indian Trail Union County for the
Project Name Location and County
Permitee 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 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:
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JUN - 8 2004
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The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
Certification

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 1, 2004
Charles ©'Cain
Union. County
400 N Church St
Monroe NC 281 12-4804
SUBJECT: Indian Trail Center
Permit No. WQ0022618
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee.
The Division received a final engineering certification for the subject project on June 8, 2004.
Enclosed is a copy of the certification page for your records. Please be reminded that the
Permittee is responsible for keeping a copy of the final record drawings for the Life of the projec
you have not received such copy from your consultant, please contact them immediately to
obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
htt ://h2o.enr.state.nc.us/ndpu/ndpuapps.html##Sewer.
If you have any questions concerning this document or the completion of Fo
necessary), please contact me at the letterhead address or via E-mail at
[e-mail].
Sincerely,
K. Marie Doklovic, PE
Environmental Engineer
Enclosure
Cc: Mooresville Regional Office, Surface Water Protection Section (011 documents)
Kevin Herring PE, Frontier Land Surveying (no enclosures)
Surface Water Protection Section Central Files (w/o plan sheets)
PNOCF-S (if
NorthCarolina
Naturally
Pretreatment, Emergency Response and Collection Systems unit Internet httpi/h2o,enrancstate.us/ndpu
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