WQ0038283_Regional Office Historical File Pre 2018

Wciter ;Resources
ENVIRCINT,EN AL U,LIY
Febniary 10, 2016
Mr. Mike Mahaley, Mayor
Town of Landis
P.O. Box 8165
Landis, NC 28088
PAT MCCRORY
Govern( w
ip NA N 1)ER VAARI
seceouty
S JAY ZIMMERMAN
Subject: Permit No. WQ0038283
Town of Landis
Meriah Street Sewer Line Improvements
Wastewater Collection System Extension Permit
Rowan County
Dear Mr. Mahaley:
In accordance with your application received February 8, 2016, we are forwarding herewith Permit No.
WQ0038283 dated February 10, 2016 to the Town of Landis (Permittee) for the construction and operation
upon certification of the subject wastewater collection system extension. This permit shalt 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from the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 the following conditions contained within this permit:
Condition ILI: This permit shall not be automatically transferable; a request must be tnade and approved.
Condition 11.4: 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,
It shall be the responsibility of the Perrnittee 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, aridior referral of the North Carolina -licensed Professional Engineer to the licensing
board,
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.
State of North Carolina Environmental Quality' I Wea Resources! Water Quality Regional Operations
Moaresvilic Regional Office 610 East Center Avenue, Suite 3011Mooresville, North Carolina 281 5
704 663 1699 '

If you need additional information concerning this matter, please contact Ori Tuvia at (704) 2 -2190 or
via e-mail at ori.tuvia edenr.gov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
cc: Michael Acquesta, P.E. (E-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (E-copy)
Page 2 of 8

I
Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 Landis
Rowan County
for the construction and operation of approximately 7,750 linear feet of 18-inch gravity sewer ; to
replace current 8 and 10-inch pipes for the Meriah street improvements, no additional discharge,
Domestic or industrial, will be needed to be treated by the wastewater existing sewerage system of Rowan
County, pursuant to the application received February 8, 2016, 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0038283
Permit Issued: February 10, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Town of Landis is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the City of Salisbury's Wastewater
Treatment Facility in accordance with Permit Number NC0023884.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; 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,
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 0 GPD, shall be made tributary to the
subject sewer system until an application for permit modification for an increase in flow has
been submitted to and approved by the Division. [1:5A NCAC 02T.0304 (b)]
II, STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for tl'ie 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
rnerits and may or may not he approved. [15A NCAC 021..0104; G.S 143-215.1(d3)]
2. 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'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 materials unless specifically mentioned herein. [15A NCAC
02T.01101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
The wastewater collection facilities shall be properly maintained and operated at all times. The
Perrnittee 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: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
Page 4 of 8

b. A map of the sewer system,shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and,
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately. owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained inthe full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
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, Iine blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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].
Page5 of 8

Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken 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. [G.S. 143-
215.1C(a1)]
6. 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. [15A NCAC 02T.0108(b)]
7. 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. 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 Perrnittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Byl ws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted
with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times„ and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for arty changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested modifications
or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
Page 6 of 8

discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. 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 requiredby this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF LANDIS
PERMIT #: WQ0038283
PROJECT: MERIAH STREET SEWER IMPROVEMENTS
ISSUE DATE: FEBRUARY 10, 2016
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division, A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTECS CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
designlconstruction information to the Pertnittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
1, , as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe ( periodically, Ell weekly, LJ full time) the constriction of the
project name and location as referenced above for the above 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 02T; the Division of
Water Resources' (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 wisignature & date:
0 Final ri Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX; (704)-633-6040

ce
0
L1.
0
z
d
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. QwnerlPerrnittee:
la. Town of Landis, NC
FullLegal Name (company, municipality, HOA, utility, etc.)
Mahaley ahalMayor
Application Number:
(to be completed by DWR)
signing Official Name and Title (Please review 11 A NCAC 2T t T 6 (b) for authorized si
lc. The legal entity who will own this system is.
Individual ❑ Federal Municipality © State/County 0 Private Partnership 0 Corporation
ld. PO Box 8165
Mailing Address
1f. North Carolina
State
1 h. 704-857-2411
5a,
0
aZ ▪ 6.
Telephone
le. Landis
City
1g, 28088
Zip Code
704 3 1j. drlinneto ofI ndis,
Facsimile E-mail
2. Project {Facility) Information:
2aMeriah Street Sewer Line Improvements
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Michael S. Acquesta, PE
Name and Affiliation of Someone Who o Ce
Can Answer Questions About this Application
3b. 828-262-1767
Phone Number
2b. Rowan
County Where Project is Located
3crnaC uesta ,F1'leSCCi.0 om
E-mail
Project isNew ❑ Modification (of an. exi lung permit) If Modification, Permit No.:
Owner is, Public (skip to Item B(3))
El Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (Le. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to item B(2b))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
City of Salisbury NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Projr
4a. Grant. Creek WWTP 4b.
Name of WWTF WWTF Permit No.
City of Salisbury 5b 24Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply):
® Residential Subdivision
Apartments/Condominiums
Ej Mobile Home Park
School
Restaurant
Office
Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
Z Church
Nursing Home
❑ Other (specify):
7. Volume of wastewater to be allocated' or permitted for this particular project: Zero
*Do not include future flows or pretriously permitted allocations
If the permitted flow is zero, indicate why:
tream Sewer (Instruction F)
90% Domestic/Commercial
10% Industrial
% Other
(Attach Description)
(Attach Description)
gallons per day
L] Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this tin
• Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a pewit is required)
FTA 10-14 APP1 CATION Page 4 of 6

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 (f).
New 18" pipe is being installed to replace existing 8" and 10" pipes to help alleviate SSO's.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
New Gravity or Additional
Force Main
1,750,26 Gravity
z
11, Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
© Pump Station Location ID:
Longitude:
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Latitude:
Operational Point Power Reliability Option
GPM d TDHI 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 portable generator w/MTS
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
Operational Point
(MGD) 1 - permanent generator w/ATS; Force Main Size Force Main Lengt
GPM @TDFI 2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2"" treatment facility :
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design_Criteria for the Permitting
g of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (Latest version) and 15A NCAC Chapter 2T as applicable?
Yes No
If No, complete and submit the Variance/Atternattve Design Request (VADG 10- 41 application and supporting
documents for review. Approval of the request is r it uired prior to submittal of the Fast Track. Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 of 6

14: Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes LNo Z N/A
Sedimentation and Erosion Control Plan? 0 Yes 0 No N/A
Trout Buffer Waiver? 0 Yes El No Z NIA
Stormwater? 0 Yes 0 No Z N/A
15. Does this project include any high priority lines (15A_NCAC 2T ,0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority artd must, be checked once every six months
Check if Yes: 0 and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Mike Mahalev, attest that this application for Meriah Street Sewer Improvements 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 AEI, 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.
la.
Sign n ,Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
(1) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
0
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Michael S. Acquesta ,attest that this application for Meriah Street Sewer Improvements 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, 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 Critena 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 prefessionals may have developed certain portions of this submittal package, 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 $/0,000 as well as civil penalties up to $25,000 per violation.
2a. Michael S. Acguesta
Professional Engineer Name
2b, Municipal Engineering_Services co , PA
Engineering Firm
2c, PO Box 349
Mailing Address
2d. Boone
City
2e. NC 2f, 28607
State Zip
2g, 828-262-1767 2h, 828-265-2601 2i. macquestabeUsouth.net
Telephone Facsimile E-mail
ACC
Z-1-1
NC PE Seal, Signature & Date
'PTA 10-14 APPLICATION Page 6 of 6

Page 1 of 1
. Ginger Gibson
From: "Mike Acquesta" <[e-mail]>
To: "Ginger Gibson" <ginger@townof[andis.com>
Sent: Thursday, January 07, 2016 10:11 AM
Subject: Address for Check to NC Department of Environmental Quality
NC Department of Environmental Quality
NC Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Michael S. Acquesta, PE, PhD
Senior Project Engineer
Municipal Engineering Services Co., PA
671 West King Street
PO Box 349
Boone, North Carolina 28607
[phone] (0)
[phone] (C)
[e-mail]
1/7/2016

Meriah Street Sewer Improvements Project Area Map - Scale: 1"-1,450'

Street Level Map
Meriah Street Sewer Improvements Project
Scale: 1" - 390'

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Landis, NC
Project Name for which flow is being requested: _ Meriah Street Sewer Improvements
More than one FTSE 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Salisbury Rowan Utilities WWTP (Grant Creek Train)
b. WWTP Facility Permit #: NC0023884
All flows are in MGD
c. WWTP facility's permitted flow 7.500
d. Estimated obligated flow not yet tributary to the WWTP 0.296
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
4.682
0.000
4.978
66.37%
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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm./ pf), Daily Flow, Daily FIow, Obligated Available
Number) MGD MGD MGD MGD Clow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Jeffrey Jones, PE PLS certify to the best of my knowledge that 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 down.strearn pump station.
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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 11
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signature
Page 2 of 6
FTSE 08-

CIVIL.I AIRON TA GtNEER f l f s S© .IID WASTE
Municipal
Services
SITE PLANNING/SUM V $tot
January 25, ?t116
NC Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
Re:
°reek SewApplicati
n of Landis, North Carolina
Mooresvl.Ile Re ional Office of DWR:
na No.. C-0281
Engineering
Comps y, P.A.
URFACE UTILITY ENGIN
Please find herewith the Fast Track Sewer line, Application, the Flow Trackira ;/Acceptance For and a
check in the amount of $480.00 for the Meriall Street Sewer Line lnlprovements in the Town of Landis,
NC. This project involves the installation of approximately 1,750 LF of 18" gravity sewer pipe, The
purpose of the project is to upsize the existing 8" and 10" sewers as a means of helping to alleviate Sewer
System Overflows that frequently occur along the existing 8" and 10" sewer lines. The project will add
no new wastewater into the Landis sewer system and therefore will contribute no additional wastewater to
the downstream sewers or the treatment plant. The immediate downstream sewer into which the new
sewer line will discharge is 21" in size and belongs to the Town of Landis. Further downstream from this
point, the Landis 21" sewer connects to the Salisbury -Rowan Utilities Grant Creek Interceptor which
conveys wastewater to the Salisbury -Rowan Wastewater Treatment Plant.
No portion of the project is wv°ithin 100 feet of any surface waters or wetlands. '"l`lte pro act wvill he 100%
within paved streets and significantly less than an acre of disturbance will occur" 1,"llerefaire, no
sedimentation and erosion control permit is necessary. However, storm inlet drains will be protected
during construction.
Sine erely,
Municipal Eng
'1
Michael S. uesta. PE,
Senior Project Engineer
CC:
of Landis
mpa
P.A.
PO Eax 27, Garner, North Carotin a 27529 (9`I9) 772-5393
P© Bax 34
n
NC 28607 t82812E2-1767

ER OF TRANSMITTAL
DATE: 02/0
/16
TO: NC Division of Water Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, NC 28115
FROM: Michael S. Acquesta
RE: Fast Tract Sewer Line Application
Town of Landis, NC
PROJECT No.:
WE ARE SENDING YOU:
Copes Date
No.
Description
9 EC E Pvl.:DINCDENRIDWR
WCos
MOORFS RECiONAL OFFICE,
2 4 16
ignature Page of Fast Track Application
TRANSMITTED:
FOR REVIEW/COMMENT
FOR YOUR INFORMATION
REMARKS:
FOR APPROVAL
FOR SIGNATURE
FOR
AS REQUESTED BY
This referenced fast track application was inadvertently submitted without a seal and signature, Please
accept this signedisealed Page 6 of 6 for the submittal on January 25, 2016, Thank you,
VIA: lXiiT CLASS MAIL
COPY:
DHAND DELIVERED EPCK UP
Transmitted from the Boone, NC Office of
Municipal Engineering Services Company, P.A.
License No. C.0281
671 West King Street Suite A - PO Box 349 Boone, North Carolina 28607
Phone [phone] — Fax [phone] - E-mail (genera): [e-mail]

Central Files: APS ^ SWP _
2/10/2016
Permit Number WQ0038283 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
ori.tuvia
Coastal SWRu]e
Permitted Flow
0
Facility
Permit Contact Affiliation
Facility Name
Meriah Street Sewer Line Improvements
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Rowan
Facility Contact Affiliation
Owner Name
Town of Landis
Dates/Events .
Owner Type
Govemment - Municipal
Owner Affiliation
Mike Maheley
Mayor
PO Box 8165
Landis
NC 28088816
Orig Issue
2/10/2016
App Received Draft Initiated
2/8/2016
Scheduled
Issuance Public Notice Issue Effective
2/10/2016 2/10/2016
Regulated Activities Requested /Received Events
Apartment complex
Church
Condominium
Office
Restaurant
Retail
School
Subdivision
Wastewater collection
Outfall
Additional information requested
Additional information received
Expiration
Waterbody Name
Streamlndex Number Current Class Subbasin