WQ0028977_Regional Office Historical File Pre 2018

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Mr. Richard Steinert, Engineering Manager -
National Starch and Chemical Company
485 Cedar Springs Road
Salisbury, 'North Carolina 28147
Dear Mr. Steinert:
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 22, 2005
Subject: Permit No. WQ0028977
National Starch and Chemical Company
EManate
Wastewater Collection System Extension
Rowan County, North Carolina
In .accordance with your application received on June 13, 2005, and additional information
received on June 20,:2005, we are forwarding herewith:Permit:No. WQ0028977 dated June 22, 2005,
to the National Starch and Chemical Company for the construction and operation of the subject
wastewater collection system extension. Thispermit 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rescinded, and shall be subject to the conditions and limitations as specified therein.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 Perrnittee.
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 §143-216.6C, 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]
internee h2o.enrstate.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorthCaroIin
Naturally

Mr. Richard Steinert
Page 2
June 22, 2005
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 National Starch and Chemical Company for the construction and operation of
approximately 515 linear feet of 6-inch gravity sewer to serve 12 employees as part of the EManate
project, and the discharge of 300 gallons per day of collected domestic wastewater into the National
Starch's existing sewerage system, pursuant to the application received June 13, 2005, 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,coilected by this system shall be treated in the Salisbury -Rowan
WWTP (Grants Creek Treatment Train NPDES No. NC0023884) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the National Starch and
Chemical Company and the City of Salisbury for collection and final treatment of wastewater is in full
force and effect.
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.
.Ifyou need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
,� r2
for Alan W. Klimek, P.E.
cc: Rowan County Health .Department
Mooresville Regional Office, Surface Water Protection (WVV(-F Permit No. NC0023884)
Sal Maiorano, Perigon Engineering
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.
l

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 1I 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 22nd day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek,- .E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00028977
3

Fast Track Engineering Certification
Permit No. W00028977
June 22, 2005
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 LI 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 Emanate, Rowan
County project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 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.

z
a.
a.
0
K AP-P AT ON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
Owner:
la. National Starch & Chemical Company
1 b.
Application Number; t,�' �►,
(to be completed by DWQ) V" CO
Full Legal Name (company, municipality, HOA, utility, etc.)
Richard Steinert, Engineer Manager
Signing. Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑ Other (specify):
PAGE 3
Id, 485 Cedar Springs Road
Mailing Address
1f, North Carolina
State
1 h. 704-633-1831
Telephone
2. Project (Facility) fnformtion.
2a. EManate
Brief Project Name (permit will r
Contact Person:
8 017
Fa
1e. Salisbury
City.
1g, 28147
Zip Code
jeff.mueller c@r,nstarch.com
E-mail
2b. Rowan
o this name)
County Where Project is Located
3a, Jeff Mueller- Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-633-1831
Phone Number
1. Project is ire New ❑ Modification (of an existing permit) if Modification, Permit No.
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line 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 ❑ Public (skip to Item B(3)) Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
3c. jeff.mueller cz nstarch,co
►:t' Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Salisbury -Rowan Utilities
Owner of Wastewater Tre
4a, Salisbury Rowan WWTP
Name of WWTF
National Starch
Owner of Downstream Sewerr Receiving Sewer Size j❑ Force Main
The origin of this wastewater is (check all that apply):
E-mail
❑ Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
❑ School
❑ Restaurant
❑ Office
7. Volume of wastewater tra be allocated for his particular project: galions per d
*Do not include previously permitted allocations
8. 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
❑ Public Utility (Instruction III)
0 Homeowner AssocJDeveloper (Instruction IV)
Facility (WWTF) Treating Wastewater From This Project
fib, .)007
NC- 369
WWTF Permit No.
Station I❑ Gravity
Number of Downstream
0 Car Wash
© Institution
❑ Hospital
❑ Church
Nursing Home
Other (specify): Organics Plant
100 % Domestic/Commercial
% industrial
% Other (specify):
ETA 02;0.3 - Rev. 3 041'05

z
H
Z
0
0
TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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 m0219(I)(3).
Per 15A NCAC 2H.0219(I) 25 gal/person x 4 people/shift
x 3 shifts/day = 300 gal/day
10. Summary of Sewer Li
Size (inches)
6 inch
to be Permitted (attach additional sheets if necessary)
Length (feet)
515 feet
ENTER TOTAL LINE LENGTH IN MILES 0.10
Summary of Pump Stations to be Permitted (attach additional sheets as necessary
Gravity or Force Mann
(use the pull down menu)
Gravity.
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual litre feed; 2- permanent generator w/ATS;; 3-
plans for cross-reference) (MGD) GPM TDH portable generatorr w/telemetry; 4-wet welt storage)
N/A
12, 12, Does the sewer system comply with the Minimum Design Criteria for the Fast. Track Permitting of Pump Stations and Forcei
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?'
In 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 WITH YOUR APPLICATION
13. Have the fallowing permitslcertifications teen submitted for approval?
0 Yes Cj No a N/A
0 Yes O No NIA
Stormwater? 0 Yes 0 No ) N/A
14. Does this prefect involve aerial lines or siphons? Check if yes: 0
These lines will be considered icah ssriorety end must be checked once every six months
15, Does this project have gravity sewer lines designed at minimum slopes? 0 (1 % slope) minimum
Be aware that the Division will not accept installed lines more than 10% Ratter than the minimum slope. Lines installed outside thus tolerance should be
corrected prior to submitting'the final engineering certification.,
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
FTA 02/03 Rev. 3 fi4/05

CK APt'L ATION for GRA\'ITNSEWERS, PUMP STATiIONS, AN FORCE MAINS
PA
. 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
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
map for cross-reference)
Name of
Waterbody
Waterbody Stream Waterbody
County River Basin Index Classification
Submit the 8.5'° x 11" COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Richard Steinert, attest that this application for National Starch & Chemical Company 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 application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.68, any person who knowingly m s any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor Irlch may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation..
Richard Steinert
Signing Official Signature
Professional Engineer's Certification:
2?
i attest that this application for National Starch & Chemical Company 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 I
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 143-215.6A and 143-215.68, any person who knowingly makes any false statement
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,0i00 per violation.
2a. Sal Maiorano
Professional Engineer Name
2b. Perigon Engineering
Engineering Firm
2c. 931 Industrial Drive
Mailing Address
2d. Matthews ..
City
_2e. NC 2f, 28105
State Zip
2g. 704-246-2171 2h. 704-246-1000 2i. Sal,Maicr n+ @perigoneng,com
Telephone Facsimile E-mail
FTA 02/03 - Rev. 3 04105

April 1 9, 2005
Attn: Laura Rohe Moody
ERM NC, PC
8000 Corporate Center Drive, Suite 200
Charlotte, NC 28226
Subject: National Starch and Chemical Company
Project Name: Emanate
National Starch and Chemical Company on Cedar Springs Road in
Salisbury, North Carolina is permitted by Salisbury -Rowan Utilities to
discharge a maximum of 325,000 gallons of treated wastewater per
day. The permit also includes a maximum monthly average discharge
of 325,000 gallons.
Historical flow data indicates that an additional 7,000 gallons per day
should be within the prescribed Iimits stated above.
The discharge will be further treated at the Grant Creek Treatment
Train which is a part of the Salisbury -Rowan Wastewater Treatment
Plant. POTW NPDES # NC 0023884.
If you have any questions regarding the enclosed information, please
call [phone].
Sincerely,
Carol Hamilton
Environmenta
;es Manag0
EPT. OF ENVIPONMENT
NATURAL RESOURCES
RFCF;Vrr'
„UN 0 1 2005
MOORESV!ILLE REGIONAL. OFFICE
DIVISION OF MR QUALITY

SaIi 5upIJWan
UTILITIES
April 19, 2005
Attn: Laura Rohe Moody
ERM NC, PC
8000 Corporate Center Drive, Suite 200
Charlotte, NC 28226
Subject: National Starch and Chemical Company
Project Name: Emanate
National Starch and Chemical Company on Cedar Springs Road in
Salisbury, North Carolina is permitted by Salisbury -Rowan Utilities to
discharge a maximum of 325,000 gallons of treated wastewater per
day. The permit also includes a maximum monthly average discharge
of 325,000 gallons.
Historical flow data indicates that an additional 7,000 gallons per day
should be within the prescribed limits stated above.
The discharge will be further treated at the Grant Creek Treatment
Train which is a part of the Salisbury -Rowan Wastewater Treatment
Plant. POTW NPDES # NC 0023884.
If you have any questions regarding the enclosed information, please
call [phone].
Sincerely,
Carol Hamilton
Environmental Services Manager

0.3
0.6 0»9
1.2 1.5 km
0 0.2" 0.4 0.6 0.8
aurce: Rowan Mills, North Carolina 7.5 Minute Topographic
Quadrangle, 1987; Contour Interval = 10 feet
Lat/Long Coordinates: 35°37' 49" N 80° 31' 55" W
ERM NC. PC
E
SITE LOCATION MAP
NATIONAL STARCH & CHEMICAL COMPANY
SALISBURY, NORTH CAROLINA

Permit Number WQ0028977
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
300
Facility
Central Files: APS_ SWP
06120/05
Permit Tracking Slip
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
EManate
Location Address
Own er
MajorlMinor
Minor
Region
Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
National Starch and Chemical Company
Dates/Events
Owner Type
Non -Government
•Owner Affiliation
Richard Franklin
485 Cedar Springs Rd
Salisbury NC 28147
Scheduled
Orig Issue App Received Draft Initiated Issuance
06/13/05
Regulated Activities
Public Notice Issue Effective
Commercial or industrial, other
Wastewater collection
Duffel! NULL
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

41.
few
•
d
Y 1 . r Ja ., r .• N::(ft -.t u ! r, Id. e5nu 4 �e5 l'f
610 East
a � 1 ,I
'Dept1; f Eriviroti ►ent an i atur4 j,.R ''''u' n•`' .
Center Avenue
Suite 301
]vlooresville, NC 28115
090 1 295ii' 1:0 2 13093?91:60 1B4 20730
CD': 1 J1'r, ti

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Man W. Klimek, P.E. Director
Division of Water Quality
June 2, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Sal Maiorano, P.E.
Perigon Engineering
931 Industrial Drive
Matthews, North Carolina 28105
Subject: Return of Permit Application Package
EManate project
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr. Maiorano:
The Division of Water Quality's Mooresville Regional Office is unable to accept the enclosed application
package (with fee) for review for the following reason:
✓ A copy of the application form was not submitted as required by Section 1 of the application
instructions.
✓ Item B(9) Wastewater Flow Calculations has not been completed as required by Section I of the
application Instructions.
✓ Item B(10) Summary of Sewer Lines indicates a 4-inch gravity sewer on the application. Per 15A
NCAC 2H .0219 (i)(2)(F) Minimum Design Requirements, for private gravity sewers, a minimum of
six inch diameter pipe is required.
✓ Item B(12) of the application indicates that the subject project does meet the Minimum Design
Criteria; however, as stated in Item B(10), a 4-inch gravity sewer is listed. Please note, if the 4-inch
gravity sewer is to be permitted, then please reference the pertinent minimum design criteria or
regulation and indicate why a variance is requested. Also submit 2 copies of plans, specifications or
calculations pertinent to the variance with the application.
Please note that the items listed above must be included and/or completed prior to resubmitting the
permit application package (with fee) for approval. Your application is being returned as incomplete in
accordance with 15A NCAC 2H .0208. The success of the fast -track approval process depends upon
the receipt of complete and accurate applications. Please make the appropriate corrections and
resubmit the application. The review process will then begin upon receipt of the completed and
corrected application.
Mooresville Regional Office 6I0 East Center Avenue, Suite 301 Mooresville, NC 28115
Internet h2o.enr.state.nc,us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
lvV"rthCarolina
atlfraijlf
Phone: [phone] Fax: [phone]

Sal Maiorano
Page 2
June 2, 2005
Please be advised that construction and/or operation of wastewater collection system extension
without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the
violator to appropriate enforcement actions in accordance with North Carolina General Statute 143-
215,6. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
if you should have any questions regarding the acceptance of your application, please do not
hesitate to contact me at [phone]. Thank you for your cooperation.
Enclosures (application + Check No. 901295)
cc: Richard Steinert, National Starch & Che
FT Application return file
Sincerely,
Sonja Basinger
Consultant
I Co., 485 Cedar Springs Road, Salisbury, NC 28147 (no enclosures)

http://www. secretary.state.nc.us/Corporations/Carp. aspx?PitemId=4...
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Date: 6/20/2005
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Corporation Names
Name
NC Indopco, Inc.
NC National Starch and
Chemical Corporation
NC National Starch
Products, Inc.
Business Corporation Information
Name Type
Legal
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SOSID:
FID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0101302
131522451
Current -Active
6/4/2001
Foreign
DE
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Stock
United Corporate Services, Inc.
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough St.
Raleigh NC 27602
10 Finderne Ave
Bridgewater NJ 08807
10 Finderne Ave
Bridgewater NJ 08807
Class
99 SEE CERT
Shares No Par Value Par Value
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