WQ0030328_Regional Office Historical File Pre 2018 (2)

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
June 29, 2006
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Subject: Permit No. WQ0030328 Modification
Village at Byers Creek
Town of Mooresville
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Justice:
In accordance with your application received on June 12, 2006, we are forwarding herewith
Permit No. WQ0030328 dated June 29, 2006, to the Town of Mooresville for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, shall supersede original Permit No. WQ0030328 issued June 1, 2006,
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. This modification
includes the addtition of 774 linear feet of 8-inch gravity sewer.
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.
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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
N,ore
,,r� Caro ina
,Naturally

Mr. James Justice
Page 2
June 29, 2006
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 Town of Mooresville for the construction and operation of approximately 3843 linear feet
of 8-inch gravity sewer as part of the Village at Byers Creek project, and the discharge of 123,373
gallons per day of collected domestic wastewater into the Town of Mooresville's existing sewerage
system, pursuant to the application received June 12, 2006,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.
The sewage and wastewater collected by this system shall be treated in the Town of
Mooresville -Rocky River WWTP (NPDES No. NC0046728) 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,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0046728)
Robert E. Tripp, IV, Turnbull Sigmon Design
Surface Water Protection 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 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 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 2H .0220, 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 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.
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.
2

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! 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 29th day of June, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Kli k, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030328 Modification
3

Fast Track Engineering Certification
Town of Mooresville
Permit No. WQ0030328 Modification
June 1, 2006
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, , 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 Village at Byers Creek
project, Iredell 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; 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
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.

0 Private (go to item .2(a))
2b. If e
0 Retaining Ownership (Le, store, church„ single office, etc.) or
0 Leasing units (lots„ townhornes, etc. - skip to Item 8(3))
0 Selling units (lots, to wnhonaes„ etc. - go to Item B(2b))
Ted of Mooresville
Owner of Wastewater Treatment Facility (VV WTF) Treating Wastewater From This P
Rocky River WW1? 4b. MC0048728
Name of WWfF WWTF Permit No.
z
0
K , PPLICATI.ON for G.
USE THE TAB KEY TOVE FROM FIELD TO FIELD!
1. owner
la, Town of Mooresville
Full Legal Name (company, municipality, HO
1 b. ,lames E.Justi
lgning Official Name an
c.
lc. The legal entity who will own this system is;.
0 Individual 0 Federal C Municipality 0 St
0 1 d. PO Box 878
Mailing Address
0
z
1f. NC
State
lh. 704.7 ,8017 1i. 704,862,8298
Telephone Facsimile
2. (Facility) Information
2a, tflpge at Byers Creekii
rief Project Name (permit will refer to this nary
;'. Contact Person:
3a. Robert Tripp
Name and Affiliation of
3b, 704.529,6500
Phone Number
AC 2H .0206(b) for a
rnty 0 Private Partnership 0 C+rratton 0 Oth
1e, Mooresville
e Who Can Answ
2b.
City
28115
Zip Code
E-mail
E-to
rcaon
umbullsir non.com
1. Project is j New pkliAodffication (of an existing permit) if Modification, Permit No ss ,, 11d- a 36 3 Vq
For modifications, attach a separate sheet clearly explaining the reason for the modification (I.e. adding another
phase, changing line sizellength, 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 :d' Public (skip to item B(3))
2a, f private, appkt nt will be:
4a..
0
5a. Town of M000resville 5b. 8" Gra y 5c. W©003028
OFtar
by a (must choose one
0 Public Utility (instruction Ill)
0 Homeowner AssociDeveloper (Instr
Owner of Downstream Sevier 'Receiving Sewer e i Main Permit Number of Downstream Sewer (tf known
The origin of this wastewater is (check all that app
0 Residential Subdivision 0 Car Wash
0; Apartments/Condominiums 0 Institution
0 Mobile Horne Park 0 Hospital
0 School 0 Church
Restaurant 0 Nursing Horne
0 Office Other (specify): RetaillGroce
Volume of wastewater to
"Do not include previously
rticuiar project 0 gatlons per day
If the permitted flow is zero, indicate why;
0 Interceptor Line - Flow will be permitted in subse!q
Flow has already been allocated in Permit No, VVOt393Q 8
0 Rehabilitation or replacement of existing sewer with no new flow ex
1£3l 1la Domestic/Commercial
% Industrial
% Other (specify):

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
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(I)(1 2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
N/A, Flow has already been permitted.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8'
774 IF
Gravity
ENTER TOTAL UNE LENGTH IN MILES
0.017
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)_
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator w/telemetry; 4-wet welt storag!)
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 0 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 WiiN YOUR APPLICATION
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
0 N/A
❑ N/A
® N/A
® Yes • No
■ Yes ❑ No
14. Does this project involve aerial lines or siphons?
These rmes_wllDe considered.hiah.atiority_andmustbe checked
15. Does this project have gravity sewer lines designed
Be aware that the Division mil not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes:
■
onoe_eiery sucmornhs
at minimum
than 10% flatter than
slopes? ►5
installed outsidethis tolerance should be
the minimum slope. Lines

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE FAG
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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 contacfing the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
0 A Stream Classification is not needed because all parts of the project are ae at east 100 feet away from any down slope
waterbody; AND,
0 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.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
• Sewer Byers Creek Iredell Catawba 11-89-(2) WS-IV;CA
Submit the 8.5" x 11" COLOR topographic map as required In Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
la.
I, Jamas E Justice, Town of Mooresville, attest that this application for The Wage at Byers Creek
has been reviewed by me and is accurate and complete to the best of my know/edge. 1 understand that if required
parts of this appication are not completed and th if 1 required supporting documentation and attachments are not
included this apphcation package is subject to being returned as incomplete Note: In accordance with North Camino
General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false st:Jement, 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 vol' n.
el Signe
2. Professional Engin
I attest that this a lon for The V4Iage at Eyers Oek has been reviewed by me and is
accurate, complete and cons#stenf with the inftrmabbn in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicabki 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 cIassJtcabon in accordance with Division guidance. Although certain
portions of this subpart:' package may have been developed by other prohessionals, inclusion of these matedals 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 143-215.6R any person who wrgymakos any false
statenient 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.
e.' \AGAR
2a, Robert E„ TppIV
Professional Engineer Name
2b Turnbull Sigmon Design
Engineering Firm
2c. 1001 rehead SquareDnveSuite
Mailing Address
2c1, Charlotte
City
2e NC 2f 2
State
2g, 704-529-8500 2h, 704522-0882 2i, rtrip
E-mail
Telephone Facsimile
Zip
n,com
eSS
SE.kL
2350h
Seal, Signature & Date

Permit Number WQ0030328
Central Files: APS SWP
06/28/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B Individual
Extensions
Primary Reviewer Permit Contact Affiliation
d ee. b rowde r
Permitted Flow
123373
Facility
Facility Name
Village at Byers Creek
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Town of Mooresville Government - Municipal
Owner Affiliation
James Justice, Manager Town
PO Box 878
Mooresville
Dates/Events
NC 281150878
Orig Issue App Received
06/01/06 06/28/06
Regulated Activities
Restaurant
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Draft Initiated Issuance
Public Notice Issue
Effective Expiration
ReauestedfReceived Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

• 04-27-'06 10:10 FBOM-
T-317 P001/001 F-517
TOWN OF
MfaORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
April 27, 2006
Turnbull-Sigmon Design
Ms. Amber Porter
1001 Morehead Square Dr.
Suite 530
Charlotte, NC 28203
Re: The Villages at Byers Creek (mixed use) -Perth Rd. & Hwy 150
Ms. Porter
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. O. Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow from the proposed project. The Town
of Mooresville's Water System Management Plan submitted approximately July 30, 2000, was
approved and assigned WSMP No. 00-01958. Mooresville's Water Fitter Plant PWS ID# is 01-49-
015. Both water and sewer systems are owned and maintained by the Town of Mooresville..
Wastewater will be treated by the Town of Mooresville's Rocky River WVVTP, NPDES Permit No.
NC0048728. This project's expected input into the WWTP is 123,373 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction has been
completed in accordance with the approved plans and specs. The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary sewer system into the Town's system. Two reproducible (mylar) copies of the "As -Built"
drawings, on CD (compact disc) format, along with your engineer's certification are required to be
submitted to this oMce prior to acceptance by the Town Of Mooresville.
We look forward to working with you on this project. CaII me at [phone] if you have
questions.
Derek Slocum, El
CMl Engineer

TE OF NORTH CAROL NA
F" NATURAL AND ECONOMIC F OURC;ES
ALE1Gri, NORTH CAROLIN '
111 Nvl•,
TR0LflM:YfJ1 ' S ! 5
LAK'ORMAN NORTH QUADRANGLE
NORTH CAROLINA
7.5 11NUTE SERIES (`1OPOGRAPHIC)))
510 6 1 440 000 FEET ET 611
a42

TURNBULL s SIGMON DESIGN
TO: Dee Brower
NCDENR
610 East Center Avenue Suite 301
Mooresville, NC 28115
TEL:
DATE:
REFERENCE:
704-663-1699
6/9/06
Byers Creek
04-149
TRANSMITTED VIA:
O COURIER
MAIL
O J'ERN!GUT
BY HAND
ACTION:
FOR APPROVAL
© FOR YOUR USE
El AS REQUESTED
© FOR REVIEW AND COMMENT
[� APPROVED AS SUBMITTED
�] APPROVED AS NOTED
O RETURNED FOR CORRECTIONS'
CC:
Land tGO! Morehead Square Drip?,
Develop Yet Site 530
Des10 3ervrres Chink tfe,. NC 282o3
WE ARE SENDING:
.ATTACHED 0 UNDER SEPAR, ATE COVER
ITEM DATE iES`RIPTION
7 atal f A. Sewer
Ci..�Ob +�rl i..._�.�...T�_._...
. i ..._ fr.2.O6 Cayrf kTA Sewer
Ma
4,27 Oti Cr oaf Flow Acceptance
6.9,06 Check for ` 400, 4989
AND
CON ENTS:
H.i Dee,
1 have attached the ab ve information for our sewer to serve the retail
portion of our development at Byers Creek. Feel free to call if you have
any questions.
Thanks,
Amber Porter, E
aporter tt rn bu I
Far:, 04-522-0882
urnhisnOgracvr.corn
rn
TRANSMITTAL