WQ0022343_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P,E, Director
Division of Water Quality
December 14, 2006
Mr. Mike Myers, Vice President
Aqua North Carolina
4163 Sinclair Street
Denver, NC 26037
Subject: Permit No, WQ0022343 odification
Watermark Lot 14/15
Aqua North Carolina
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr, Myers,
In accordance with your application received on December 12, 2006, we are forwarding
herewith Permit No. WQ0022343, dated December 14, 2006, to the Aqua North Carolina 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effective from the date of issuance until rescinded shall supercede original Permit No, WQ0022343
issued February 24, 2003, 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,
onr
Nprth aralina
A/Wirral/v.
Mooresville Regional Office 610 East Center Ave.., Suite 301 Mooresville, NC 28115 Phone: [phone]. Fax; (700 663-6040
Internet viiviwrictnwaterquality.org Customer Service: 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer
Paper

PirrM04yers
Page 2
December 14, 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 Aqua North Carolina for the construction and operation of approximately 201 linear feet
of 8-inch gravity sewer and the discharge of 5,440 gallons per day of domestic wastewater into the
Aqua North Carolina existing sewerage system, pursuant to the application received December 12,
2006, 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 far 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 Aqua North
Carolina WWTP (Diamond Head NPDES Permit No. NC0074772) 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. NC0074772)
Donald Munday, Piedmont Design Associates, Inc,
Surface Water Protection Central Files
Tom Asenzo, 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 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.

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 14th day of December 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022343 Modification

Fast Track Engineering Certification
Permit No, WQ0022343 Modification
December 14, 2006
Mike Myers, VP
Aqua North Carolina
4163 Sinclair Street
Denver, NC 28037
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 desi n 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.
L
ENGINEER'S CERTIFICATION
Partial Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (LJ periodically, El weekly, L full time) the construction of Watermark Lot 14/15, an lredell
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 Engineers
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 o 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,

Central Fibs.
Per it Number Q0022343
Permit Tracking Slip
2/
Program Category
Tan -discharge
Permit Type Fast Track
Status Project Type
in review Major modification
Version Permit classification
Gravity Sewer Extension, Pump Stations, Pressure Sewer A Individual
Extensions
Primary Reviewer
marie.dolovic
Permitted Flow5440
facility
Facility Name
Watermark Lots 4-15
Luca
n Address
Owner
Owner Name
Heater Utilities Inc Owned Ey AquaNC
DatestEvents
Scheduled
Orig issue App Receawed draft Initl fed Issuance
02/24/03 12/12/06
Regulated Activities
Commercial or industrial, other
t tastewater collectAon
utrail NULL
rbody Name
Permit Contact Affiliation
Major/Minor Region
Miner Mooresville
County
lredell
Fa ilir Contact Affiliation
Owner Typo
Non -Government
Owner Affiliation
Michael Myers, & CoCompliance Engineer
Manager
202 Mac endn Ct
Cary NC 27511
Public Notice Issue
Effective Expiration
eau ted/ ecelved Events
Additional information requested
Additionai information received
Index Number Current Mass Subbasin

EAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, N FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
la, Aqua North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Mikepyers, Vice President
Application Number:
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .02
uthorized signing officials!
. The legal entity who will own this system is:
0 Individual LJ Federal Municipality El State/County E3 Private Partnership El Corporation Ej Other (specify):
ld. 4163 Sinclair Street
LL Mailing Address
if North Carolina
State
0
rr
0
LJ
z
ai
1h, [phone] li, c704) 489-9409
Telephone Facsimile
2, Project (Facility) informafion:
2a. Watermark Lot 14/15 extension
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a, Donald L. Munday, P.E, Design Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-664-7888 3c. drnunOy@pdapacom C63,_23
Phone Number E-mail
1. Project is El New 0 Modification (of an existing permit) If Modification, Permit No.:
le. Denver
City
lg. 28037
Zip Code
11.
E-mail
2h. Iredell
County Where Project is Located
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. 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 0 Public (skip to Item B(3)) El Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
El Retaining Ownership (i.e. store, church, single office, etc.) or [1] Public Utility (Instruction III)
ED Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Aqua North Carolina
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a. Diamond Head WWTP 4b NC0074772
Name of 1A/VVIF WVVTF Permit No.
5a. Aqua North Carolina 5b. 8" El Gravity '5c.
Owner of Downstream Sewer Receiving Sewer Size 'El Force Main Permit Number of Downstream Sewer (if known
6. The origin of this wastewater is (check all that apply):
El Residential Subdivision Li Car Wash
LI Apartments/Condominiums El Institution
Li Mobile Home Park 0 Hospital
0 Schoo 0 Church
El Restaurant El Nursing Home
El Office El Other (specify):
7. Volume of wastewater to be allocated for this particular project: 5,440 gallons per day
*Do not include previously permitted allocations
100 % Domestic/Commercial
% Industrial
°A Other (specify):
8. If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
ETA 02/03 - Rev. 3 04/05

,.. 'AST-TRA`CIC APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS rFPAGE 4
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),
z
! z
0
0
z
0
0
LU
0
Restaurant with 100 seats x 40gpd/seat = 4,000 gpd
12,000 sf retail space - 12 x 120gpid/1000 sf = 1,440 gpd Total 5,440 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
Gravity or Force Main
(use the pull down menu)
201 64 Gravity
P
ENTER TOTAL LINE LENGTH IN MILES 0 0382
ummary of Pump Stations to be Permitted (attach additional sheets as ne e s
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wIATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator witelemetry; 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?
[E, 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? LJ Yes D No [E] N/A
Sedimentation and Erosion Control Plan? CZ Yes El No 0 N/A
Stormwater? E.] Yes EJ No N/A
14. Does this project involve aerial lines or siphons? Check if yes: 0
These lines will be considered high Priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification_
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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 contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
0 El 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 an 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
Submit the 8.5" x 11" COLOR topographic map as required in Instruction
regardless of whether a classification is provided!
VI
1. Applicant's Certification:
1, Mike Myers, attest that this application for Lot 14/15 Watermark Center has
been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that If all required parts o
this application are not completed and that if all required supporting documentation and attachments am 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 eny 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.
1 a.
Signing Official Signature
2, Professional Engineer's Certlfic
Date
Z 1 attest that this application for Lot 14/15 Watermark Center has been reviewed by me
0 and is accurate, complete arid consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable nagulations, 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 I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-2/5.6A 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. Donald L. Munday
Professional Engineer Name
2b. Piedrnont Design Associates PA,
Engineering Firm
2c. 125 East Plaza Drive, Suite 101
Mailing Address
2d, Mooresville 2e, NC 2
City State Zip
2g. 704-664-7888 2h, 7 21. dmundayellpdapa.com
Telephone Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

5g37

STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
APPENDIX A-9
DOCKET NO. W-274, SUB 233
DOCKET NO, W-274, SUB 234
DOCKET NO. W-274, SUB 235
DOCKET NO. W-274, SUB 236
DOCKET NO. W-274, SUB 237
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
HEATER UTILITIES, INC.
is granted this
RTBFICATE OF PUB! IC CONVENIENCE AND NECESSITY
to provide water utility service in
BUFFALO SHOALS PARK HARBOR VIEW, NORTHSHORE II PINE ISLEINORTHSHORE I
ROYAL POINTE, AND SPRING SHORES SUBDIVISIONS
to provide water and sewer utility service in
ALEXANDER ISLAND, BRIDGEPORT, CASTAWAY SHORES, DIAMOND HEAD,
HERONVVOOD LANGTREE. MALIBU POINTE, MALLARD HEAD CONDOS, MONTEREY
LANDING OAK HARBOR AND WINDt✓MERE SUBDIVISIONS
and to provide sewer utility service in
NORTHBRIDGE MARINA SERVICE AREA
Iredell County, North Carolina
Subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission.
ISSUED BY ORDER OF THE COMMISSION,
This the day of September, 2000.
NORTH CAROLINA UTILITIES COMMISSION
Geneva S, Thigpen, Chief Clerk

Watermark 14 15
Subject: Watermark 14/15
From: "Donald L. Munday" <[e-mail]>
Date: Tue, 12 Dec 2006 14:36:16 -0500
To: "Dee Browder" <[e-mail]>
Dee attached is page 5 of the application signed and sealed, We had sent a draft copy to heater for their review and signature expecting
them to get it back to us for submittal, That obviously didn't happen. If you need both of our signatures on the same page let me know and I
will track it down for you.
Thanks for the call.
Donald L. Munday, P.E.
Piedmont Design Associates, P.A.
125 East Plaza Drive, Suite 101
Mooresville, NC 28115
Phone [phone]
Fax [phone]
Email: [e-mail]
PIEDMONT DESIGN ASSOCIATES, P.A.
Suite 104 Westfield Center, 125 East Plaza Drive,
Mooresville, North Carolina 28115
Telephone [phone] Fax [phone]
Email: dmundaypdapa.com
Attached is the information you requested.
This electronic file provided by Piedmont Design Associates, P.A. to the client is for coordination purposes only,
Engineering
Surveying
Planning
The client agrees not to use this drawing and data, in whole or in part, for any purpose other than the referenced project. The
client agrees to waive all rights to claim against Piedmont Design Associates, P.A. resulting in any way from any unauthorized
changes or reuse of this drawing and data for any project by anyone other than Piedmont Design Associates, P.A.. The client
shall not hold Piedmont Design Associates, P.A. liable for any damages resulting from errors, omissions or inaccuracies
contained within the electronic file.
This media should not be considered a certified document. If a conflict between the hard copy and the transferred CADD
information is discovered or if a variance is introduced in the CADD information from any source, the hard copy original signed
and sealed documents shall prevail.
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