WQ0030328_Regional Office Historical File Pre 2018 (3)

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 1, 2006
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115 •
Subject: Permit No. WQ0030328
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 May 31, 2006, we are forwarding herewith
Permit No. WQ0030328 dated June 1, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
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.newaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
No Carolina
aairrra!!y

Mr, James Justice
Page 2
June I, 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 3,069 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 May 31, 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 150E 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

pry
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 (Le.
- 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 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 1st day of June, 2006.
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 WQ0030328
3

Fast Track Engineering Certification
Town of Mooresville
Permit No. WQ0030328
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 anv 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
, 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, Iredelr 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.

T-TRACK APPLICATION for G
,PUM
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
f. 0wr
1a, Town of Mooresville
TATIONS, AND FORCE MAINS
Application Number:
(to be completed by MC))
PAGE 3
Full Legal Name (company, municipality, HOA, utility, etc.)
0 'lb_ Jaynes E, Justice
If— Signing Official Nit a and Title (Piea$e review 15A NCAC 2H .0206(b) for authorized signing offici
1c. The legal entity who will own this system is:
0 individual 0 Federal Municipality Q State/
Q 1 d. PO Box 878
ZMailing Address
if NC
State
81 i. 704. 62 298
th_ 7Q4.79S.Q17
Telephone Facsimil
2. Project (Facility) 1f7'3I'nation:
2a. Is Village at Byers Creek
Project Name (permit
tact Person.
Robert Tripp
Name and Affiliation of Sorvreone
36. 704.529.6500
Phone Number
my Q Private Partnership 0 Corporation 0 Other (specify):
1e. Mooresville
City
1g, 28115
Zip Code
E mail
2ta. Yredell
unt'Aere Project is Located
Can Answer Diu
of an existing perm
About this Application
3c. rtrippptumbulisigmon.corn_.__.
E-mail A r .;:-r 4r'
cation, Permit No..
For modifications, attach a separate sheet clearly explaining the for the modification (Le. adding another
phase, changing line size/length, etc.), Only include the modified informationn 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 0 Public (skip to Item 8l3)) 0 Private (go to Item 2(a))
2a. tf vote, applicant will be: 2b. If sold, facilities owned fay a (mue on
D Retaining Ownership (ie. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc... skip to item B(3))
Q Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Mooresville
Owner of Wastewater Treatment Facility (VWVTF) Treatin
Rocky River WVkNTP
Name of WWWTF
Town of M000resville 5b.
Owner of Downstream
The origin of this wastewater
Residential Subdivision
0 Apartments/Condominniums
© Mobile Home Park
Q School
Restaurant.
Office
el
Volume of wastewater tra be alocat
Size
at apply):
0 Car Wash
0 institution
Hospital
0 Church
o Nursing Home
Other (specify)„ Retail/GrocerY
is particular project. 123,373 gallons per day
*Do not include previously permitted allocations
0 Public Utilaty (ins
0 Homeowner Ass
r From This Project
4b, NC0046728
W'WTF Permit No.
Gra
Force Main ' Permit Number of Down
In
100 Domestc/Cornrrter 'al
Industrial
% Other (spec
If the permitted flow is zero, indicate why:
{ Interceptor Line - Flow will be permitted in 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
IV

T-TRACK 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) orthe 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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
See Attachment #1
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°
3069
Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.58
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 w/ATS; 3-
portable generator wltelemetry; 4-wet well storage
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
► I Yes • No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ N/A
❑ Yes ►s.1 No
® Yes ❑ No
❑ Yes ❑ No
■ N/A
►_ N/A
14. Does this project involve aerial lines or siphons?
These finesmillhe_considered_hiahswiority anti_must be_checked_onceevenf_siX.Months
15. Does this project have gravity sewer lines designed
Be aware that the Division wilt not accept installed fines more
corrected prior to submittingthe final engineering certification_
Check if yes:
•
at minimum slopes?
than 1 O% flatter than the minimum slope. Lines installed outside this tolerance should be

0
z
T A "X APPLICATION for GRAVITY SEWERS, PLIN P STATIONS, AND FOR E MAINS PAGE 5
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 Stream Classification is not needed because all parts of the project are at least 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 Iredasl! Catawba 11-89-(2) WS-IV;CA
Submit ttae 6" x 11" COLOR to
Appli nt"s Ce atian;
ap as required inu tnstrur
rrdtess of whether a ation is provided!
t James E Justice, Town of Mooresvi, attest that this application for The Village at Byers Creek
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this appicatton are not completed and that if all required supporting documentation and attachments are not
included this application package is subect to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowing y makes any false statement representation, or
certification in any application sh 4 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
I attest that this application for The Village al .Byers Creek 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. 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 Farce
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 sea/ signifies that l 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 lino wigfy makes any false
statement, represent : ion, 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. Robert E. Tripp, IV
Professional Engineer Name
2b. Turnbull Siqmon Design
Engineering Firm
2c. 1001 Morehead SquaSquare lr e, Sui
Mailing Address
2d. Charlotte
City
2g. 704-529-6500
Telephone
2h. 7©4522
Facsimile
2e. NC 2f. 2S203
State Zip
2i. rtrip•; ttsrnbuilsigmon,co
E-mail
Seal, Signature & Date

Permit Number WQ0030328
Central Files: APS SWP
06/01/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge 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
123373
Facility
Facility Name
Village at Byers Creek
Location Address
Owner
Major/Minor 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
Scheduled
App Received Draft Initiated issuance
05/10/06
Public Notice Issue
Effective Expiration
Regulated Activities ReauestedtReceived Events
Restaurant
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class Subbasin

KA No 10 9'3©
WS0 i2 S/1.5
H. CAROLINA LAKE NORMAN NORTH QUADRANGLE
D ECONOMIC RESOURCES NORTH CAROLINA
CAROLINA 7.5 MINUTE SERIES (TOPOGRAPHIC)

TOWN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
April 27, 2006
Tumbull-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 Filter 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 WWTP, NPDES Pemiit No.
NC0046728. This projects 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 office prior to acceptance by the Town Of Mooresville.
We look forward to working with you on this project. Call me at [phone] if you have
questions.
Derek Slocum, El
Civil Engineer

TURNBULL • SIGMON DESIGN
TO:
NC DEN R
610 East Center Avenue Suite 301
Mooresville, NC 2811.5
TEL; 704-663-1699
DATE: 5/9/06
B
REFERENCE: Byers Cre k
04-149
TRANSMITTED VIA:
0 COURIER
0 MAIL
OVERNIGHT
Ej. BY HAND
ACTION:
FOR APPROVAL
o FOR YOUR USE
o AS REQUESTED
0 FOR REVIEW AND COMMENT
APPROVED AS SUBMITTED
,4PPROVED AS NOTED
El RETURNED FOR CORRECTIONS
cc
5.9.06
5.9.06
5.906
4.27.06
COMMENTS:
WE ARE SENDING:
ATTACHED 0 UNDER SEPARAT "' CO 'ER
V- -
DATE DESCRIPTION
Fast Track Sewer A.pEOrizinal
Fast Track. Sewer App: Copy
,
Check for $400
Flow Acceptance Letter
USGS ToTo Map
, or t,.1,..,V014thierrt
Attached is our fast track application for sewer at our project off of lIWY
150 and Perth Road. Please call if you have any questions or need
additional information.
Thanks,
Arnher Porter, El
Land to 0; Aford Se Dritse. Phone, 701-52.9n (5. 500
Development Salt? 530 Fo 704-522-0'882
Design Seettates Charlotte, NC '2 8 2, 03 ttl t tts igatoir. cam.
TRANSMITTA

FW: Byers Creek Sewer Outfall
Subject: FW: Byers Creek Sewer OutfaIl
From: "Amber Porter" <[e-mail]>
Date: Wed, 31 May 2006 16:19:29 -0400
To: <[e-mail]>
Hi Dee,
Here are the missing talcs. Please let me know if you need anything else and thanks!
Amber Porter, EI
Turnbull Sigmon Design
1001 Morehead Square Drive
Suite 530
Charlotte, North Carolina 28203
Office: 704-529-6500
Fax: [phone]
The content of this email is the confidential property of Turnbull Sigmon Design. It should not be copied,
reproduced, modified, transmitted or used for any other purpose without written authorization from
Turnbull Sigmon Design. If you are not the intended recipient of this email, please delete the file and
inform the sender immediately.
Content -Description: 04149 wastewater flow sheet 2.pdf '
04149 wastewater flow sheet 2.pdf' Content -Type: application/octet-stream
Content -Encoding: base64
Content -Description: 04149 wastewater flow sheet 1.pdf
04149 wastewater flow sheet 1.pdf 1 Content -Type: application/octet-stream
i Content -Encoding: base64
1
1 of 1 5/31/2006 4:41 PM

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