HomeMy WebLinkAboutWQ0033562_Regional Office Historical File Pre 2018Mr. David Treme, City Manager
City of Salisbury
P.O Box 479
Salisbury, NC 28145
Dear Mr. Treme,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 5, 2008
Subject: Permit No. WQ0033562
Martin Luther King Jr. Blvd. Sanitary Sewer
Extension
Wastewater Collection System
Rowan County, North Carolina
In accordance with your application received on October 31, 2008, we are forwarding herewith
Permit No. WQ0033562 dated November 5, 2008, for"the construction only 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 This permit shall be effective from the date of issuance until rescinded,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 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.
Mailing Address
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Phone (704) 663-1699
Fax (704) 663-6040
Location
610 East Center Avenue, Suite 301
Mooresville, North Carolina
�One hCarO Ina
aturallji
Internet: www.ncwatergnalitv,ort5 Customer Service 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-- 50% Recycted110% Post Consumer Paper
Pr
Mr. Treme
Page 2
November 5, 2008
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 City of Salisbury for the construction and operation of approximately 684 linear feet of 8-
inch gravity sewer, and the discharge of 500 gallon per day of collected domestic wastewater into
Salisbury -Rowan VWVrP- (Grant's Creek Train) existing sewerage system pursuant to the application
received October 31, 2008, 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 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 Grant Creek
Wastewater Treatment Facility WWTP (NPDES No.NC0023884) prior to being discharged into the
receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Salisbury. The City of Salisbury must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00019 permit requirements.
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 1508 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 Mr. Samar Bou-
Ghazale at (704) 663-1699.
for Coleen H. Sullins, Director
cc: Mooresville Regional Office, Collection System Permit Files
Darryl L. Wagoner, Salisbury Engineering & Planning
Surface Water Protection Central Files
PERCS
I
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 §143-215.1 C.
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 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 (704) 663-1699, 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 (800) 858-0368 or
(919) 733-3300. 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.
12. This permit shall be for the construction of the wastewater collection facilities only. No.flow shall
be made tributary to the subject facilities until a permit modification application is submitted (with
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received
and approved by the Division. Issuance of this Construction only (No flow/0 flow) permit does
not prioritize or obligate the Division to guarantee future issuance of a sewer extension permit
modification.
Permit issued this the 5th day of November 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
tz
oleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033562
3
Fast Track Engineering Certification
Permit No. WQ0033562 -
November 5, 2008
Martin Luther King Jr. Blvd. Sanitary Sewer Extension
City of Salisbury
P.O. Box 479
Salisbury, NC 28145
David Treme
City Manager
City of Salisbury
217South Main Street
Salisbury, NC 28144
Darryl Wagoner, P.E.
Salisbury Engineering&planning
516-A North Main Street
Salisbury, NC 28144
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Martin Luther King Jr. Blvd. Sanitary
Sewer Extension Collection Sewer System, 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 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 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.
Application Number:
(to
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! be completed by DvvQ)
1. OwrierTermittee:
la. City of Salisbury
Full Legal Name (company, municipality, HOA, utility, etc.
1 b. David W. Tleme, city Manager
____. ....._._ _, _..... --
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
. .,
lc, The legal entity who will own this system is:
ID Individual D Federal Municipality 0. State/County El Private Partnership Eli Corporation El Other (specify):
0 ld. P. O. Box 479 le. Salisbury
Mailing Address City
1f. N.C. . _ 1g, 28145
1 Z State Zip Code
0 1h. 704-638-5200 1, 704-638-8458 _lj. dmikk@salis urync. ov
Telephone Facsimile E-mail
.....
, Project (Facility) information:
_i 2a. Martin Luther King Jr, Blvd. SanitarySewer Extension 2b, Rowan
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Darryl Wagoner , Owner Salisbury Engineering & Planning
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-633-8550
3c. seandpeaol,com
Phone Number E-mail
1. Project is New 0 Modification (of an existing permit) If Modification, Permit No.:
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
Retaining Ownership (i.e. store, church, single office, etc.) or
LJ Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
D Public Utility (Instruction C)
El Homeowner Assoc./Developer (Instruction D)
3. City of Salisbury
Owner of Wastewater Treatment Facility (WVVTF) Treating Wastewater From This Project
4a. Salisbury -Rowan 1AANTP (Grants Creek Train)4b. NC 0023884
Name of WV'VTF WVVTF Permit No.
5a, City of Salisbury p5b. 8" Gravity
Owner of Downstream Sewer Receiving Sewer Size El Force Main
6 The origin of this wastewater is (check all that apply):
Z
ID Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
D School
O Restaurant
Office
Permit
El Retail (Stores, shopping centers)
El Institution
El Hospital
El Church
El Nursing Home
El Other (specify):
Downstream Sewer Instruction E
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 500 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
El Pump Station, Outten or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.)
El Rehabilitation, or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
Fr_ , . _ _____ _ ____ . __. __ ... _ ____ _
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (t).
20 Employees at 25 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary) -
Size (inches)Force
Length (feet)
New Gravity or Additional
Main
8"
684'
Gravity.
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w!ATS; 2 - portable generator wlMTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes a No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as -
applicable? -
►i 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
ave the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered High priority and must be checked once every six months
Check if Yes: ❑ and provide details
E }
� ��' : C". C�RT#FICA,TlDNS ,�,a i,, � � ��,
1. OwnerfPermittee's Certification: (Signature of Signing Official and Project Name)
!, David W. Treme, attest that this application for Martin Luther King Jr. Blvd. Sanitary Sewer Extension has been
reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143-215.6B, 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.
1 a. 4 1.'k I !fiM'1..t t 0 - .2N- a-r?
Signing ial Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
SE.0305ERS
PTSOCUMENTS MUST AN AND PROW, THEIR PROXIMITY
TO OTHER PLICATION. UTILITIESHEE , DESIGN CALCULATIONS.INCLUDE ETC. PLAN REFER TO 15A NCACFILEOF 02T
. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Daryl L. Wagoner, attest that this application for Martin Luther King Sanitary Sewer Extension 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. 1 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 other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.
,`,,,%111tirr,,,_
a. Darryl L. Wagoner ,.‘'�\\ E;ARi:5; ",
Professional Engineer Name �:�`0�;•• S S Ip•- ,,,:e.';
b. Salisbury Engineering 8� Planning oS
s
Engineering Firm + . != AT: r•
-__
—_- _---.-_._----,--..-.-__-__--___.--.
9E J
c. 516-A North Main Street 1 a
Mailing Address ' Q-�. <*ii, IN toQ;r�
2d. Salisbury2e. N.C. 2f. 28144 '� YL• `
+�'44
City State Zip I f? t -W N\3 �►a�`�
r-- --- - _ .._ _.-.....--- —
2g. 704-633-8550 2h. 704-633-8550 2i. seandp@aol.com
Telephone 1 Facsimile ' E-mail j NC PE Se it‘n ture Date
41. • -+M414.1!
* '
_ f
_
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of Salisbury
Project Name for which flow is being requested: Martin Luther King, Jr. Avenue Sanitary Sewer Ext
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Salisbury -Rowan WWTP (Town Creek Train)
b. WWTP Facility Permit #: NC0023884
All flows are in MGD
c. WWTP facility's permitted flow 5.000
d. Estimated obligated flow not yet tributary to the WWTP 0.299
e. WWTP facility's actual avg. flow 2.168
£ Total flow for this specific request 0.0005
g. Total actual and obligated flows to the facility 2.4755
h. Percent of permitted flow used 49.5%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, Jf,G,e6'v _40_6 '? r , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature
g/ZAg
Date
SALISURY ENGINEERING A PLANNING
516-A NORTH MAIN STREET • SALISBURY, 111E 28144
DARAYL L, WAGONER, P.E..
7O4-633-8550
October 29, 2008
DENR
Division of Water Quality
61.0 East Center Ave., Suite 301
Mooresville, N. C. 28l 15
RE: Sanitary Sewer Extension to serve
Martin Luther King Jr. Blvd,
Rowan County
Dear Sir or Madam:
Please find enclosed two applications and a flowv/tracking acceptance letter for approval
for the above referenced project. Please advise inunediately if additional information is
required.
Encko;ures
A:4,.a�..r 1'uasb m
.40
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Cray Ja 41-313 ury
c.�ishw-� 111C
Dear Mr./ r 4' -
Cc bb . j 7, 2008
Subject: Fast Track Application Return , r �r
roj ect Name: a bu1 [. � J
WG r1 8 z
County, North Carolina
The Division of Water Quality, Mooresville Regional Office received your Fast Track sewer
application on C. 17 . During an initial review of your application, your application was determined to
be incomplete. Therefore, your application is being returned. (Please include a copy of this letter with
your resubmittal). For a listing of the correct forms and instructions please visit:
http://h2o.enr.state.nc.us/peres/Collection Systems/Col lectionSvstemApplications.html.
Please complete/correct the following deficiencies: �
❑ Application submitted on wrong or outdated forms. Form"(s): r 1407
Application was submitted without a processing fee or with an incorrect processing feh(it.
❑ Application did not contain a Flow Tracking Form (FTSE 10/07).
❑ Application did not contain the Developer's/Homeowner's Operational Agreement.
Application did not contain the correct number of copies.
❑ Application failed to include project map.
❑ Application (line A_1b) was not signed by an authorized representative in accordance with 15A
NCAC 2T .0106(b). (see http://h2o.enr.state.ne.us/admin/rules/codes statutes_htin)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
snIzA 6tm,
63,Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RC) File
S :lshelldoc\Fut Track Return 3_08
610 East Center Ave. Suite 300 Mooresville. NC 28115 704-663-1699 (Telephone)
Permit Number WQ0033562
Central Files: APS SWP
11 /05/08
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
samar.bou-ghazale
Permitted Flow
500
Facility
Fast Track
Facility Name
Martin Luther King Jr. Blvd. Sanitary Sewer Ext.
Location Address
Owner
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
City of Salisbury
DateslEvents
Owner Type
Government - Municipal
Owner Affiliation
David Treme, City Manager
PO Box 479
Salisbury
NC 28145
Orig Issue
App Received
10/31/08
Regulated Activities
Office
Wastewater collection
Outfall NULL
Scheduled
Draft Initiated Issuance
Public Notice Issue
11 /03/08
Effective
Expiration
ReauestedlReceived Events
Additional information received
Additional information requested
Waterbody Name
Stream Index Number Current Class
Subbasin
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracl ing/Acceptance fror Sewver Extension Permit Applications
(YTS E l Of07)
Project Applicant Name; t of t t sb
Project Narne for which flow is being re`q
%/ory than one , d';SI I0 07 may be re elaare>det
pump stations along the rr,trfc
0141.
r lirti; Jr. Avenue Sanitary°fir Wit;
i)net- o/ rh dt'H TP is not responsible , fv all
I, Complete this section only° if y°ou ttre tI
a, WWII' Facility Name. alisbu�lo
b. WWTP hacilit <° Pe rttit NC(
4
TP.s�l
e. WWTP taeility"s permitted ficawv
d. Estimated obligated flow not yet tributary to the "P
e. WWTP facility's actual avg. floe
f Total flow for this specific request
Total actual and obligated flows to the fa Arty
h., Percent of permitted flow; used
rater tt°eatnaent plant.
All flows are in I GD
.000
llv'99
68
005
2.4755
q9.5°i°
Complete this section for each pump station you are responsible fir along the route caf this
proposed wastewater flow.
t pump stations located between the project connection point and the WWTP
Pump Station Name
Approx. Capacity, MOD Approx, Current Avg.
(Firn1/Design) Daily Flosw,MGD
Certification Statement:
-..!f r', ci reify that, to the best of my knoww'ledge,. the addition of the
volume of wastewater to be per fitted in this prcaject bass been evaluated along the route to the receivirt
w4asteHater treatment facility and that the firrsw° f:rcrttr this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any doww'nstr a.nr pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local.
established policies and procedures using the best available data. 'This certification applies to those items
listed above in Sections I. and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow.
Signing Official Signature
9�2 R//og
Date
Fast Track Enqineering Certificaton
Permit No., WQ0033562
November 5, 2008
Martin Luther King Jr. Blvd. Sanitary Sewer Extension
City of Salisbury
P,O, Box 479
Salisbury', NC 28145
David Treme
City Manager
City of Salisbury
217South Main Street
Salisbury, NC 28144
Darryl Wagoner, P.E.
Salisbury Engineering&olani
516-A North Main Street
Salisbury., NC 28144
Complete and submit ths form to the permit issuing regional office ith 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 it portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any porno
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 requiredfor any changes resulting in non-compliance with thisermit re_gulations 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.
ENGINEERS CERTIFICATION
Partial Final
, /422e- EAJA or;v4 , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ffAl. ,pericdically, El weekly, E] full time) the construction of Martin Luther King Jr, Blvd, Sanitary
Sewer Extension Collection Sewer System, 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 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 rnaterials,
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 respble 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,
SAL SBLIR "'` ENGINEERING & PLANNING
516-A NORTH MAIN STREET SALISt.„iRY NC 28144
DAF RYU L., WACOCNJ�
704µ633-8550
June 16, 2009
Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, NC 28115
RE: Martin Luther King Jr Blvd. Sanitary Sewer Extension.
WQ0033562
Rowan County
Dear Sir or Madam:
1 have enclosed record drawings and an Engineer's certification for the referenced project.
All work is complete and has been installed in substantial compliance with the approved
plans. Please contact me if you need additional information on this project.
y,
1�1 Wagoner
Enclosures