WQ0030611_Regional Office Historical File Pre 2018

Michael FEasley', Governor
William G. Ross Jr.„ Secretary
,
'North Carohna Department. of Environment and Natural Re:sources.
Alan W. Klimek,„PE. Director
Division of Water Quality "
August 4, 2006
Mr. Beauford Taylor, Mayor
Town of Rockwell
PO Box 506
Rockwell, NC 28138
Subject: Permit No, WQ0030611
Sunshine Manufacturing Structures
Town of Rockwell
Wastewater Collection System Extension
Rowan County, North Carolina
Dear Mr, Taylor:
In accordance with your application received on August 4, 2006, we are forwarding herewith
Permit No. WQ0030611, dated August 4, 2006, to the Town of Rockwell 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 11l 1oorcavi1le, NC 2811.5
Internet: WWW, n cwale rq u a 14 ,org Customer Service I-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycle.d110% Posl Consumer Paper
Phone.: [phone] Fax.: [phone]
One
,arolina
zturailj

Mr. Taylor
Page 2
August 4, 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 Rockwell for the construction and operation of approximately 2,216 linear feet of
8-inch gravity sewer to serve the Sunshine manufacturing Structures project, and the discharge of
15,700 gallons per day of collected domestic wastewater into the City of Salisbury's existing sewerage
system, pursuant to the application received August 4, 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 City of Salisbury
WWTP (Yadkin River Regional/Town Creek Train WWTP NPDES No. NC0023884) 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,
I
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (WVVTP Permit No. NC0023884)
Charles Shue, McKim & Creed
Surface Water Protection Central Fifes
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. The waters which may be impacted in the event of a power failure at the pump stations permitted
herein are classified as C waters. In accordance with 15ANCAC 2H .0219 (h) (3), a letter of power
reliability for the subject area has been provided from the local power distributor authority, and
included in the application package. Additionally it has been shown that the pump station will
provide a minimum of 4 hours storage in the event of a power failure.
12. 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
2

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 4th day of August 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek E., Director
Division of Water Quality •
By Authority of the Environmental Management Commission
Permit Number W00030611
3

Fast Track Engineering Certification
Town of Rockwell
Permit No. W00030611
August 4, 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 E 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 Sunshine -
Manufacturing Structures, a 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 28116
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.

Central Files: APS SVVP
08/04/06
Permit Number WQ0030611 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
15700
Facility
Facility Name
Sunshine Manufacturing Structures
Location Address
Owner
Major/Minor., • • Region
Minor_ • ' .` Mooresville •
'County
Rowan
Facility Contact Affiliation r
Owner Name 1 Owner Type
Town Of Rockwell Government - Municipal
Dates/Events
Orig Issue
App Received
08/04/06
Draft Initiated
Scheduled
Issuance
•
Owner Affiliation
Harold, Earnhardt
PO Box 506
Rockwell NC 28138
Public Notice Issue
Effective Expiration
Regulated Activities Re . uestedlReceived Events
Additional information requested
Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS. PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
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Application (lumber: 90030
(to be completed by DWO)1110 y
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1. Owner.
1 a. Town of Rockwell
Full Legal Name (company, municipality, HOA, utility, etc.)
ib. Beauford Taylor, Mayor
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:
Private Partnership ❑ Corporation Cl Other (pecify):
• Individual ❑ Federal ® Municipality
■ State/County ❑
Id. PO Box 506
1 e.
Rockwell
Address )
City
1 f. NC ;lg. 28138
State ; Zip Code
lh. 704-279-2180 Ili. 704-279-0454
Il j.
L
[e-mail]
Telephone I Facsimile
E-mail
2. Project (Facility) Information: _
2a. Sunshine Manufactured Structures Sanity L
2b.
I
Rowan County
Brief Project Name (permit will
3. Contact Person
refer to this name)
County Where Project is Located
_
3a. Jeffery B. Jones; Salisbury -Rowan Utilities
i Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-638-2146
3c. [e-mail]
I
Phone Number
E-mail
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(of an existing permit) If Modification, Permit No.:
j1. Project is ® New ■ Modification
1 For modifications, attach a separate sheet clearly explaining the reason for the modification (I.e. adding another
phase, changing tine sizeflength, etc.). Only include the modified information in this permit application - do not
i duplicate project Information in B(7) and B(10-11) that has already been Included In the original permit.
B(3)) El Private (go to item 2(a))
'2. Owner is 4 Public (skip to item
2a. if private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
2b.
If sold, facilities owned by a (must choose or)
❑.Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
3. City of Salisbury
of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Salisbury -Rowan WWTP — Town Creek Train fib. NC0023884
Name of WWTF
WWTF Permit No.
5a. City of Salisbury
5b. 8"
Receiving
® Gravity
Sewer Size ■ Force
Main
5c.
Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
6. The crigin of this wastewater is (check all that apply):
0 Car Wash
❑ Institution
❑ Hospital
❑ Church
0 Nursing Home
® Other (specify):
Manufacturing
100 % Domestic/Commercial
12 Residential Subdivision
■ Apartments/Condominiums
. • Mobile Home Park
% Industrial
0 School
0 Restaurant
❑ Office
% Other (specify):
7. Volume of wastewater to be allocated
for this particular project:
allocations
15,700 gallons per
day
*Do not include previously permitted
8. If the pemiitied flow is zero, indicate
❑ Interceptor Line - Flow will
❑ Flow has already been allocated
• Rehabilitation or replacement
why:
be permitted
in
of existing
in subsequent
Permit No.
permits that connect to this line
new flow expected
sewer with no
FTA 02/03 - Rev. 3 04/05

FAST -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(f) for item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
Residential: 55 lots @ 240 gpd'lot=13,200 gpd plus one manufacturer:100
Design Flow=15,700 gpd
employees
if necessary)
@ 25 gpd/employee=2500 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets
Size (inches)
- 8 - 4 — ---- - - --
Length
• 2,216
(feet)
Gravity or Force Main
(use tho.pull down menu)
Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.42 miles
11. Summary of Pump Stations to be Permitted (attach additional sheets
(2,216 ft)
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 generatorwlATS; 3-
portable generator wltelemetry; 4-wet well storages
12. Does the sewer system comply
Force Mains (latest version),
applicable?
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and
the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as
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
r Yes ❑ No if no, please
variance
PERTINENT
13. Have the following permits/certlfications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Storrnwater?
►i Yes • No ■ NIA
LI NIA
® NIA
►21 Yes • No
0 Yes 0 No
'14. Does this project involve aerial lines or siphons? Check if yes:
Theselines-wil be_consideredhfah arianiv and must be_ctiecked_once_evenr_sixmonths
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will net accept instatled lines more than 10% flatter than
corrected prior to submitting the final engineering cerlifcaron..
I
slopes? ■
the minimum slope, Lines installed outside this tolerance should be
FTA 02103 - Rev. 3 04105

FAST -TRACK API LICAT 'ON for GRA."'-ITY SE '"ERS, PU P STA.°' '1 4S, AND Et RCE MAINS PAGE 5
0
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. 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:
El A Stream Classification is not needed because all parts of the project are at least 100 fee
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.
ay from any down slope
Location ID on Map
(self chosen as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
A Unnamed Stream Rowan Yadkin N/A C
Submit the 8,5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
t, Beauford Taylor, attest that this application for the sanitary sewer to serve Sunshine Manufactured Structures 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: to accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
1a,
Signing Official Sig
2, Professional Engineer's Certification:
bid
Date
I attest that this applii"cation for the sanitary sewer to serve Sunshine Manufactured Structures 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. t 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 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, 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. Charles E. Shue
Professional Engineer Name
2b. Mckm & Creed
Engineering Firm
2c. 8020 Tower Point Drive
Mailing Address
2d. Charlotte
2e, NC 2f, 28269
City State Zip
2g. 704-841-2588 the 704-841-2567 2i. [e-mail]
Telephone
Facsimile E-mail
Seal Signature & Date
FTA 02,103 - Rev. 3 04'`05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
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I. .Owner:
1 a. Town of Rockwell
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Beau`ord Taylor, Mayor
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this
system
is:
❑ Private Partnership 0 Corporation ❑ Other (specify):
Individual ❑ Federal r� Municipality
■ State/County
ld. PO Box 506 Il e. Rockwell
Address I City
1f. NC ,1g. 28138
State I Zip Code
lh. 704-279-2180 Ili. 704-279-0454
Ij.
[e-mail]
I Facsimile 1
E-mail
Project (Facility) Information:
Qa. Sunshine Manufactured Structures Sanitary Sewer Proiect
2b.
Rowan County
I Brief Project Name (permit will refer to
.3. Contact Person:
this name) I
County Where Project is Located
3a. Jeffery B. Jones; Salisbury -Rowan Utilities
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-638-2146
3c. [e-mail]
Phone Number I
E-mail
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l. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate
phase, changing line sizellength,
duplicate project information in
sheet
etc.).
B(7) and
clearly explaining
Only include
B(10-11) that
the reason for the modification (i.e. adding another
the modified information in this permit application - do not
has already been included In the original permit.
B(3))
(go to Item 2(a))
2. Owner is a Public (skip to Item
■ Private
2a. If private, applicant will be:
church, single office, etc.) or
etc. - skip to item B(3))
etc. - go to Item B(2b))
2b.
If sold, facilities
owned by a (must choose one)
(instruction 111)
Assoc./Developer (Instruction IV)
❑ Public Utility
0 Homeowner
■ Retaining Ownership (i.e. store,
' ❑ Leasing units (lots, townhomes,
■ Selling units (lots, townhomes,
3. City of Salisbury
WT Owner of Wastewater Treatment Facility (WF) Treating Wastewater From This Project
'4a. Salisbury -Rowan WWTP — Town Creek Train 4b. NC0023884
, Name of WWTF
WWTF Permit No.
5a, City of Salisbury
5b. 8"
Receiving Sewer Size
r Gravity
• Force Main
5c.
' Owner of Downstream Sewer
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
1 Residential Subdivision
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing
® Other
Home
(specify);. Manufacturing
100 % DomesticlCommercial
• Apartments/Condominiums
• Mobile Rome Park
% Industrial
■ School
• Restaurant
%Other (specify):
■ Office
7. Volume of wastewater to be allocated
for this particular project:
allocations
15.700 gallons per
day
*Do not include previously permitted
B. If the permitted flow is zero, indicate
❑ Interceptor Line - Flow will
why:
be permitted
in
of existing
in subsequent permits
Permit No.
that connect to this line
expected
■ Flow has already been allocated
D Rehabilitation or replacement
sewer with no new flow
FTA 02103 - Rev. 3 04/05

FAST -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 21-1
.0219(1) for Item B(7) or the design flowfor 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).
Residential: 55 lots @ 240 gpd+tot= 13,200 gpd plus one manufacturer: 100 employees @.25 gpolemployee=250D gpd
Design FIow=15,700 gpd
10. Summary of Sewer Lines to. be Permitted (attach additional sheets if necessary)
Size (inches)
Length
2,216
(feet)
Gravity or Force Main
(use the pull. down menu)
13- - -
Gravity
t
1
i
.
ENTER TOTAL LINE LENGTH
IN MILES: 0.42 miles
.to be Permitted (attach. additional sheets
(2,216ft)
11. Summary of Pump Stations
as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design FlowOperational
(MGD)
Point
GPM © TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator w/telemetry; 4-wet well storage)
12. Does the sewer system comply
Force Mains (latest version),
applicable?
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and
the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as
reference the pertinent minimum design criteria orregulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
0 Yes ❑ No if no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® Yes ❑ No
• N/A
j],NJA
r Yes 0 No
0 Yes 0 No
►7 N/A
14. Does this project involve aerial lines or siphons?
Theseiines_vrlll_be_consldered hiah_adority and must _be cttecked_onc
15. Does this project have gravity sewer lines
Be aware that the Division will not accept installed lines
corrected prior to submitting the final engineering certificat'.on.,
Checkif yes: ►X
even/ si:unonths
designed at minimum slopes? ❑
more than ID% {latter than the minimum slope. Lines installed outside this tarerence should be
PTA.02103 - Rev. 3 04i05,

23' 30.00"W
a
Nate: ROCKWELL
Date: 6(5/2006
Scale: 1 inch equals 1000 feet
Location: 035' 32` 47.2" N 080 ° 23' 41,9" W
Caption: Salisbury -Rowan Utilities
Sunshine Manufactured Sanitary Sewer
C©pyncghl (C) 1997, M ptech, 1n

July 10, 2006
Mr, Charles E. Shue, P.E.
McKim & Creed
8020 Tower Point Drive
Charlotte, North Carolina 28269
RE Sunshine Manufactured Structures Sanitary Sewer Project.
Dear Mr. Shue,
The City's wastewater treatrnent facility, the Salisbury -Rowan Wastewater Treatment Plant
Town Creek Train, permit # NC0023884, and collection system have sufficient capacity to
support an estimated additional flow of 15,700 gpd created by Sunshine Manufactured Structures
Sanitary Sewer Project.
If you have any questions or comments please, contact me at [phone].
Cc: File
1 Water Street
Salisbury, NC 28144
Sincerely,
Jeffrey B. Jones, P.E.
Utilities Engineer
Salisbury -Rowan Utilities Telepaone [phone]
Utilities Engineering Division Fax [phone]

FW: Sunshine Manufactured Structures FTA Information
Subject: FW: Sunshine Manufactured Structures FTA Information
From: "Jeff Jones" <[e-mail]>
Date: Fri, 4 Aug 2006 09:35:12 -0400
To: <[e-mail]>
Dee,
Attached are the revised sheets 3 and 4 along with the flow acceptance letter from
SRU. If you have any questions, please let me know.
Thanks for you help with this project.
Best regards,
Jeff Jones
Senior Engineer
Salisbury -Rowan Utilities
[phone]
[e-mail]
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