WQ0039518_Regional Office Historical File Pre 2018

Water Resources
ENvirlotit4LNT QUAL_ITY
October 5, 2017
Mr. Wilmer Melton, III, Director of Public Works
City ofKannapolis
401 Laureate Way..
Kannapolis, North Carolina 28081
Dear Mr. Melton:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Perrnit No. WQ0039518
City of Kannapolis
Austin Corners - Phase 2
Wastewater Collection System Extension Permit
Cabarrus County
In accordance with your application received October 2, 2017, we are forwarding herewith Permit No.
WQ0039518 dated October 5, 2017 to the City of Kannapolis (Permittee) for the construction and
operation upon certification 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations as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 the following conditions contained within this permit:
Condition II. I : This permit shall not be automatically transferable; a request must be made 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 Permittee 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.
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
27699-671,4. Unless such demands are made, this permit shall be final and binding.
State of North Carolina1 Environmental Qualityl Water Resources Walei Quality Regional Operations
Mooresville Regional Office 16,10 East Center Avenue, Suite 3011Mooresville, North Carolina 28115
704 0431699

If you need additional information concerningt
via e-mail at ori.tuviagnedenteov.
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
David Castel (P.E) (-copy)
Mooresville Regional Office Files
Water Resources Central Files
PERCS (-coy)
s
utter, please contact Ori Tuvia at (704) 2 5-2190 or
Page 2 of

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the prov
ons 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 Kannapolis
Cabarrus County
for the construction and operation of approximately 2,176 linear feet of 8-inch gravity sewer to
serve 52 homes as part of Austin Corners - Phase 2 Development, and the discharge of 18,720
gallons per day of collected wastewater into the Water and Sewer Authority of Cabarrus County's
existing sewerage system, pursuant to the application received October 2, 2017, 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 Environmental Quality 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: WQ0039518
Permit Issued: October 5, 2017.
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
City of Kannapolis 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 Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
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 Perinittee'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, 18,720 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. [15A NCAC 02T.0304 (b)]
H. STANDARD CONDITIONS
This permit is not 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. [15A NCAC 02T.0104; G.S 143-215.1(0)1
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; I 5A 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.0110]
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]
4. 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 I5A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [1.5A NCAC 02T ..0108(b)]:
Page 4 of 8

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.
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:
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
perrnittee 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 in the 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, line 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
Page 5 of 8

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].
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(aI)]
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 Bylaws 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 defmed 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 any 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 S% or greater, and increases in the
number/type ofconnections), regulations, or the Minimum Design Criteria. Requested modifications
Page 6 of 8

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
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 required by this Division, such as the construction of additional or replacement facilities,
[1.5A 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: CITY OF KANNAPOLIS
PERMIT #: WQ0039518
PROJECT: AUSTIN CORNERS - PHASE 2
ISSUE DATE: OCTOBER 5, 2017
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 looter.
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 ali 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.
PERMITTEE S 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
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (E1 periodically, weekly, I. j full time) the construction 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 w/signature & date:
El Final D Partial (include descriptio
Certification Comments/Qualifiers (attach if nee a ):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

IIIw1Iort of Water Iteorrrr
State of North. Carolina
Department of Environmental Quality
Division of Water Resources
1.5A NCAC 02T .0300 — FAST TRACK SEWER. SYSTEM EXTENSION APPLICATION
FTA 114;-16 & SUPPORTING DOCUMENTATION
Application Numbe AI /b au be comp) cci by DWR)
All items must be comic tgtl nr the 4ttttlietttittrt wiII he returned
APPLICANT'INFORMATION:
1. Applicant's name: City of Katinapolis
otxt
ty, rnanicipality, IfOA, utility, etc.,)
Applicant type. Individual © Corporation l General Partnership © Privately -Owned Public Utility
© Federal 1 State/County Municipal Other
Signature author` ty"s name: Wilmer leltctt., III per l5A NCAC 02T .0106(b •
Title: Din, Public, Works
4. Applicant's nothing address: 401 Laureate Way
City: Kannapol s State: NC
Applicants contact information:
Phone number: (704) 920-42t)l) Pn
Zip: 2808
Address: w
elton(ci°kannapolisnc.goV
1. PROJECT INFORMATION:
l: Project name: Austin Corners Phase 2
Applications`°°Project status: Proposed (New Permit) © E\istin Permit/Project
If a modification, provide the existing permit number: WQO° and issued date:
Ifnew construction but part of a master plan, provide the• existing permit number: i'QOO
3. County where project is located: Cabarrus County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4475` Ltttrgitrtde:-8(I,6782`
5. Parcel ID (if applicable); 5602-01-2904
Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:.
1. Professional Engineer:David Gastel license Ntutiber; 038 7
Finn: LandDesign, Inc.
Mailing address: 100 S. Orange Ave., Suite .
City:Orlando State: FL Zip:32801-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional Wastewater Trct)tnacnt Plant Permit Number: NCt• 269
Owner Name: Water & Sewer Authority of Cabarrus County
RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
l . Permit. Nu.mberr(s): WQ
System Wide Collection System Permit Numbers) (ifapplicahle): WQCS
Owner Nante(s):
FORM: FTA 04-16
Page lof5

COMPLETED APPLICATION PACKAGE INCLDI:NG ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
Asheville Regional Office
Water Quality Section
Fayetteville Regionat Office
Water Quality Section
Mooresvilte Regional Office
Water Quality Section
italeigh Regional Office
Water Quality Section
Washington Regional O_f_ fice
Water Quality Section
Wilmington Regional Office
Water Quality Section
ADDRESS
COUNTIES SERVED
Winston-Salem Region .al Office
Water Quality Section
2090 US Highway 70
Swannanoa,. North Carolina 28778
[phone]
[phone] Fax
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27
[phone]
[phone] Fax
9
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Avery, Buncombe, Burke, Caldwell„ Cherokee,
Clay, Graham, Haywood„ Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, 'Scotland
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredeil, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Cun-ituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick„ Carteret, Columbus, Dublin, New
Hanover, Onslow, Pender
Afamance,, Allegheny, Ashe, Caswell, Davidson,,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR, FORM FTA 04-16 & SUPPORTiNG I OCi C+.tENTATJON Page 3 of 3

GENERAL REQUIREMENTS
I , If tine Applicant is a Privately -Owned Public Utility„ has a Certificate of Public Convenicnce and. Necessity been attached'?
0 Yes [, No N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operatic.]: ial At reetzwettt(YFC�RRI: DEL') beery attached?
[] Yes No N/A
If the Applicant is aHottm /Pro•erLyOwners' Association, has an
4. Origin of wastewater: (check all tha
El Residential Owned
Q Residential Leased.
0 School ,a' preschool / day care
D Food and drink facilities
0 Businesses / offices factories
Tonal .Agreement (FORM: l IOA) been attached?
0 Yes ©No ®N/A.
.pply):
Retail (stores„ centers, malls)
0 Retail with food preparation/service
© Medical / dental l veterinary facilities
© Church
Nursing Hoarse
Nature of wastewater : 100 °;, Dome t"el-Commercial
a flown
It ves,
Car Wash.
© Hotel, audlor ;C otels
© Swimming Pool s/Clubhouse
© Swimming Pool/Filter Backwash
O Other (Explain in Attachment)
Coirunerc ial
% Industrial (See 15A NCAC tt2T,t}l0i(2
*Is there a Pretreatment Pros
duction been. approved under ISA NCAC 02T- All 14.
-*vide a cony of flow...reduction tion approval letter
7, Summarize wastewater generated by project:
ect'° Li Y
Yes No
0 No
Establishment Type (see 02T.0114(f))
Single Family
Daily Design Flow
gals
No. of Units Flows
52
18,72© GPD
GPD
GPD
GPD
Taal
18,720
GPD
GPD
PD
a See I SA. NCAC 02T .0t I.4tb), (d). (e)(1) /lard e)(2j for caveats to wastewater des I n flow rates ,e > tsar
dwelling; proposed unknown non-residential development uses; public access facilities located near
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as
as defined in G.S„ 42A-4),
b Per 15A NCAC 02T .01 I4(c), design flow rates for establishments not identified [in table 15A NCAC
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other
i 8,720
Wastewater generated by project: v GPD (per 15A NCAC 02T .0114)
w Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate NO'p:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent per
El ,Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain).
s
�tann t Town per
!tiglm public use
vacation rentals
02T,0 1141 shall
measured data.,
coniaect to this line
FORM: ETA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305. & MDC (Gravitv Sewers):
1. Summarize gravity sewer to be permitted:
• Section ft & Ill of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 contains information related to minimum slopes for gravity sewer(s)
• Oversinng fines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable).— 021' .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Purnp station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3„ Design ,flow of the pump station: millions gallons per day (rim capacity)
4. Operational point(s) of the pwnp(s):. gallons per minute at feet total dynamic head a
5. Summarize the force main to be permitted(for this Pump Station):
Size (inches)
Length (feet) Material
6. Power reliability in accordance with 15,A NCAC 02T .0305(11)(11:
0 Standby power source or pump with automatic activation and telemetry 15A NCAC 02T „0305(h)( 1)(B):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
fll.Portable power source with manual activation, quick -connection receptacle and telemetry - I 5A NCAC 02T
.0305(h)(1)(C)
or
Li Portable pumping unit with plugged emergency pump connection and telemetry - 15A. NCAC 02T ,,0305(h)(1)(C):
• It shall be demonstrated to the Division that the ,portable source is owned or contracted by the applicant (draft .agreement)
and is compatible with the station.
if the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations
storage capacities and the rotation schedule of the portable power source or pump, including travel tinieframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .03050:
1 Does the project comply with all separations found in 15A NCAC 02T ,0.305(f) & (g)
I 5A NCAC 02T.0305 contains minimum separations that shall beprovided for sewer systems:
0 Yes 0 No
Setback Parameter*
Storm sewers and other tin ides not listed below (vertical)
Separation Required
24 inches
Water mains (vertical -water over sewer including in benched trenches)
I 8 inches
Water mains (horizontal)
Reclaitned water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
10 feet
I 8 inches
2 feet
**Any private Or public water supply source, including any wells. WS-1 waters of Class tor
Class 11 impounded reservoirs used as a sourceof drinking water
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HOW, or SB from normal
high. Water (or tide elevation) and wetlands (see item IX 2)
100 feet
50 :feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of enibankinent or cuts of 2 feet or more crtica1 heighheight
.10 feet
Drainne sistems and imerce etor drains
Any swimming pools
5 feet
10 feet
Final earth grade (vertical)
36 inches
• )5A NCAC 02T.0305(g) contains alternatives where separations in 021,030.5(11 cannot be achieved..
• **Stream classifications can be identified. using the Division's NC Surface Water Classifications webpage
Inoneomplianee with 02T,0305:1 see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes 0 No
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and constnichon
• As built documents should reference the location of areas effected
3. Does the .project comply with all setbacks found in the river basin rules per 15.A NCAC 02B .0200? El Yes 0 No
This would include Trout .Buffered Streams per 15A NCAC 2B0202
4. Does the project comply with, an individual 404 Permit or any 401 Certifications? Yes D No
• Wetland -related permits shall be requested, obtained, and adhered to for projects ihat irnpact wetlands or surface waters
Information can be obtained from the 401 & Buffer Permitting Branch.
5, Does .project comply with 15A. NCAC 02T,0105 C.- '6) (additional permits/certifications)? 0 Yes El No
Per 1.5A .NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained_ Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storniwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority'?"
Per 15A N 02T,0402„. "high -priority sewer" means "any aerial sewer, sewer contacting. surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or .deteriorates the sewer,
0 Yes 0 No
• If yes, include an attachment with details for each line, including type (aerial line, siic, tnatcnal, and location).
High priority lines shall he inspected by the permittee or its representative at least once eery six -months and
inspections documented per 'ISA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit*
FORM: FTA 04-16 Page 4 of 5

CERTIFICATIONS:
ubmitted, system comply with
and the Gr r
El Yes
he Minimum De iITn n
for the Permitting of Pump.Stalt
mum Design criteria flap t versio0) as applicable?
El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 1.0-14) and supporting documents
for review, Approval of the request is r u fired prior to submittal of the Fast Track Application, and supporting
documents.
Professional Engineer's Certification:
attest that this application for
Praafessional Engineer's name from Application
has been reviewed by me and is accurate, complete and consistent with cite information supplied to the plans, specifications,
engineering calculations, and all other supporting documentation tea the best of my knowledge. 1 furtherattest 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 (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and force Mains (latest version). 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 General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misde anor, which may
include a fine not to exceed S10,000, as well as civil penalties up to S25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b).
ter Melton,
Authority's
Director of Public Works
rte title from Application Item 13.;
SEAL
038607
apptic
ion for
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. 1 understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civic penalties,
injunctive relief; andior criminal prosecution 1 will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package arc not completed
and that if all required supporting information and attachments arc not included, this application package will be returned to
me as incomplete.
NOTE In accordance with General 'Statutes 143-2)5.6A and 143-215,60, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S10,000 as well as civil penalties up to S25,000 per violation.
Signature:
Date: _e..aa
FDP;M: F"f.A 04-16 Page 5 of 5

estimate i
d s! n piarirun AVI� n s« r c
July rh, 0
tate of North Carolina
Department of Environmental Quail
Division of'tr Resources
n E c ape ate
RE: Austin Corners Subdivision
L nd n PN: /015214
.cast
The following document
Corners Subdivision.
t Track Applici
Property Report
Preliminary' Plat
A bulidout, there w
18,720 g
Best regards,
. act. rite in
k Application
action of the Fast Track application for Au
rs u di sion Phase 2 F st 'frac
are being ubr
h area reap
be 52 single family lot . At 0 gpd/unit he ever ge daily floc
David Gastel, PE, LEED :PBD+C
40 727p.7
dOesi n

USGS QUAD MAP

September 19, 2017
Mr. Michael B. l,egg
City Manager
City of Kannapolis
401 Laureate Way
Kannapolis, NC 28081
Subject: Flow .Acceptance Request — City of 'Kannapolis
.Austin Corners Phase 2
Dear Mr. Legg:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704,786.1783 • 704.795,1564 Fax
www *Vi SaCC.org
This is an approval of the flow acceptance request :received by the Water and Sealer Authority of Cabarrus
County (WSACC) from the City of Kannapolis on September 19, 2017. WSACC has or will :have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed project entitled Austin Corners Phase 2, located off Barr Road. 'The
referenced project will serve a subdivision with 52 three -bedroom single-family homes, with a projected
wastewater flow of 18,720 gallons per day (gpd). The wastewater generated by this project will be conveyed
through the proposed 8-inch line, through an existing gravity system, and then enter WSACC's system at the
existing 15-inch Afton Run Branch Outfit!! Interceptor. WSACC agrees to accept Wastewater from the proposed
development based on information provided by LandDesign (('ivil Engineer for the project) using North Carolina
Department of EtWironmental Quality (N('DEQ) xvastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue .this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local
governing bodies, regulatory approval, and funding availability, The list and schedule of CIP projects are
tentative and are revised periodically to reflect changing conditions and needs.
If construction of this project is not started within two (2) years of the date of this approval, the approval is
rescinded and a second request and approval will be required. Please nottlY WSACC, in Writing, when
construction of this project is initiated.
If you have any questions, please call me at (704) '786-1783, extension 228.
Sincerely,
J. Thornas Hahn, PE
Utility Systems Engineer
cc: Misty Lippard, PE/Kannapol is
Wilmer Melton'kannapolis
David Gastel, PE/LandDesign
Michael Wilson/AN/SAC('
Tim Kiser, PE/WSACC
Chad VonCannon. PE/WSACC
Mark Lomax/WSACC

0
Re
Ince
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01114)
(WSACC 1,1ST "LI) Austin Corners Phase 2
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment .Facility — Permit ft NC0081.621
WWTP facilit's2ermitted flow. MGD
26.50.0
Estimated obligated now not yet tributary to the WWIP, MGD 2,347
ww-rp facility's actual avg, daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the 'facility, MGD
Percent of permitted flow used
16.205 (61.1 5% of_permit)
0.019
18.571
70.08%
Section IL .Pump stations along the route from the Jurisdiction's connection p011
Pump Station
(Name or N Limber)
.f,..ower Rocky River PS
firm Capacity *
MCI)
...e WWIP.
(A)
(Eli) (C) i, I)) r, (ti+Cf)
Desip ,Aeerage Daily Flow ^4. ll Approx, Cultelli Obliood, Nos ?lei Toial. Currem Have
riatlyit) Average Daily Flow 'reibutaiy Daily Flow Plbs Obligated Flow
MGD .1•111iD • • Al(a) MCl/
37 000 1,4.800
9,564
1
1,963
1.5"),7
1—
(Eat'lq,A-
Available
Capacity***
NiGD
3„ 773
The Firm Capacity of A.ny pump station is defined as the masa-num pumper flow that ean he achieved with the iargest pump taken out of service..
Design Average Daily How is the firm capacity of the pump stlition divided by a peaking factor not leSi than 2,5,
A Planning ;Assessment Addendum shall he attached for e ch pump station located heiskeen the. project connection jmint and the kV 'IP when A,,ailable Ciillacity .<
Section 111 WSACC Cerlifieation Statement:
1, J. Thomas Hahn, P1 certify that, to the bestof my knowledge, the addition of the volume of wastewaterto be permitted
in this project has been evaluated along the route from the connection to the interceptor to the receiving wastewater
treatment facility; and the flow from this project is not anticipated to cause any capacity related stmitary sewer overflows
or overburden on any downstream pump station in route to the receiving treatment plant under normal circumstances,
given the implementation °tithe planned improvements identified in the planning assessment k.vhere applicable. this
analysis has been performed in accordance with .local established policies and procedures using the hest available data.
fhis certification applies to those items listed above in Section I and Section II plus all attached planning -assessment
addendums lor which, to the best of my knowledge., will not adversely affect the downstream sewer capacifv. Signature
of this form indicates acceptance of this wastewater flow,
f4(1767 Signing C)12/leful Signanire
kcvision Date: 084)9/13

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
jurisdiction Requesting Flow Acceptance: Date: 7/12/201.7
OCity of Concord L City of Kannapolis jllowu ofIlarTr.buug EJ'Fowl.' ofMt, Pleasant
OCharkitte tvlecklenburg Jtthties
Project Title, Description, and Number of Lots/Unit:
Project Title: Austin Corners Phase 2 —Project #101521,1
.Description: 1,*he Austin Corners ,Phase 2 enineering.p1ans and ecifica . e .ared and sealed hy 1)avid Gaste..
NCI, with LandDesi in for the wastewater collection 'ystein een con,istirigotaDj1roMrnaely
8-inch sanitary sewer with 13 manholes and other appurtenancesapp nenance o serve Austin Corners Phase 2 Subdivision located
off/cn of Barr Road, with a wastewaterdiseharge 01'18 .720 GPD.
Number of Lots 52 OR *Number of Units: *Must be included in request.
Where will the new line be connected:
Directly into a WSACC Interceptor
into the Jurisdiction's existing collection system
111 Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The prpsed Kinch sanitary sewer
gxtension will tie-in to Phase 1 which leads to the existing l87inch sanitary sewer system, which extends to the 15-inch
!”VC ma c it 1 WSACC N A lon Run , Outfit I I teiee o
Which WSACC Interceptor will the flow ultimately he discharged into: II8-inch material WSACC Afton Run Branch
Outfall Interceptor
What is the WSACC manhole number that the flow will be discharged into? +I- Node 012661
What is the quantity of flow that will be discharged? 18,720 GPD
Flow type:
El Domestic 100 % fl Commercial Li tndustrial
ae of wastewater treatment facility .(WV TF) receivingwastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit ,tieNC0081.621
,ksign drawings, of new lines will be submitted to WSACC with the request for acceptance Drawings can be submitted
as a digital file (DWG) or distance and hearing starting with. the tap on existing infrastructure.
If the. new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will he providetL
Mark :I„,,,omax. at 704-786-1783, cxt, 231, must he notified 48 hours in advance of a connection into a WSACC interceptor.,
WSACC wilt inspect connection before, during, and after completion,
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY: DATE:
EJ Current sewer model shows an interceptor as being swcharged, south el the manhole in question_
0 Approved Not Approved
Current Sewer Model .shows:

Division of Water Resourc
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
( FTSE —01 /14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
El City of Concord City of K.annapolis 1Town of Flarrisburg Ljlowrt
[]Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title:, Austin Corners Phase 2—Project #
Description: The Austin Corners Phase 2 engineering plans and specifications, as prepared and sealed by Daid Gastel,
NCPE, with. LandDesign, for the yvastewater collection system extension consisting of approximately 2.176 linear feet of 8-
inch sanitary sewer with 13 'manholes and other mpurtentinces to serve Austin Corners Phase 2 Subdivisiondocated offlon of
Barr Roadovith. a wastewater discharge of .18,720 GPD.
What is the quantity of flow that siII be discharged? 18.720.__GPD
Flow type:
Domestic 100 'A 0 Commercial
LI industrial
Section 1 - List the Jurisdiction's pump stations located between the project connect0n point and the WSACC
Interceptor connection point.
Pump Station a Capacity *
(Name or Number) NI(,I)
(A)
Destot Average Daily How
(firmrot)
MGD
(B) (C)
ApprOX Ciurr,mt Oblieated, Not Yet
oage Dafly Flow, Inbotary P).a4 now
NIL:0 MGD
(D) (13-42)
TotaI Current How
Plus ulatett Flow
NICD
(1.r.)=(%31))
Available
Caraeity"*
MCI)
*The Firm Capacity of any pump station iS defined as the maximum pumped flow that ran be achieved with the hirgest pump taken out °I'm:nice.
"*Design AN erage %Daily Floss. i.s the firm capacity of the pump station divided by it peaking factor not ieSS than 2„5.
Planning Assessment Addendum shall he attached for each pump station located between the project connection point and the \S % 1 I where Available Capacity is <
Section II. Jurisdiction's Certjfication Statement:
1, VVilmer Melton,IlL Director of Public Works, certifythat, to the hestof my knowledge, the addition of the volume
of -wastewater to he permitted in this project has been evaluated along the route to the receiving WSACC interceptor; and the
flow from this project is not anticipated to cause any capacity' :related sanitary sewer overflow's or overburden on any
downstream. pump station in route to the receiving 1,VSACC interceptor normal circumstances, given the implementation of the
planned improvements identified in the planning assessmentwhere 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 Section 1 plus all attached planning assessment addendums 'for which., to the hest of ITly knowledge, will not adversely affect
the downstreara,stiver capacity, Signature of this formindicates acceptance of this wastewater flow.
1 .2
lui-isdiction's Signing, :'(11 Signattwe
0evisi n 1).ite" 08;09;13

Public Works
September 29, 2017
North Carolina Department of Environmental Quality
Mooresville Regional Office - Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
Re: Austin Corners Phase 2
Sewer Extension
City of Kannapolis — Cabarrus County
Dear Sir or Madam:
Please find attached for your review and approval the original and one copy of the
permit application along with the $480 processing fee for the above referenced project.
Also enclosed is the flow acceptance letter from the Water & Sewer Authority of
Cabarrus County stating they will accept and treat the additional wastewater at the
Rocky River Regional Wastewater Treatment Plant.
The proposed extension will connect to the existing Kannapolis sewer system which
extends to the WSACC Afton Run Branch Outfall Interceptor. This wastewater
collection system will serve the proposed Austin Corners Phase 2 Subdivision.
The Water and Sewer Authority of Cabarrus County Standard Specifications for
Wastewater Collections Systems were approved by your office and are being
maintained by the Division of Environmental Management. This project will be installed
in accordance with these Standard Specifications.
Please
at 704-920-4219 if you have any questions.
C \VClRKti .:I l .: \I F.\Tr. WAY KANNAPOI IS N.C. 2I8081
! 0`--#: 920_.1200 wvvw KA
AI'OLISNC GOV

0039518
Central Flies: APS SWP
10/472017
Permit Tracking
p
Pro ram Category
Nonidischarge
Permit -Type
Gravity Sewer Ens
Primary Reviewer
en.tu€via
Coastal S u
Permated Flow
18,720
Facility
Pump
©rrs, Pressure E
miens
Status Prayect Type
In review New Project
Version Permit Classiftcat o
A Individual
Permit Contact Afti
Facility Manse
Austin Comers-Phese
Location Address
Owner
orrl linoir
Regtan
Minor vtararesvi€Ie
County
Cabarrus
Facility Contact Afhl a
aaer Name
City of Kannapolis
Date
Even
Owner Type
Government - Municipal
Owner Affiliation
Kilmer Melton HI
DIR PUBLIC WORKS
PC Box 113
Kannapolis
NC 2808
Ong Issue App Received
17 10f2d O17
Regulated Activales
Draft inatia
d
Scheduled
Issuance
Subd visian
Wastewater collection
Out ah'I
Puts itc Notice
e
1 /512017
Requested ./Received Eve
Effective
10/5/2017
Expireiion
Additional iniorrnation requested
Addstinai information received
?rbody Name
=,amindex Number Current Class Subbasin

LAND DESIGN, INC.
P. O. BOX 38959
CHARLOTTE, NC 28236-8959
PAY
TO THE
ORDER OF
PNCBANK
PNC Bank, NoA. 04©
FOR
DATE ._.
12772
15-3/540
��HEC�KFA�{M$N
, C )

FAST TRACK SEWER ENGINEERING CERTIFICATION
REcENEDINMENRIDWR
PERMITTEE: CITY OF KANNAPOLIS
PERMIT t WQ00395 I 8
PROJECT: AUSTIN CORNERS - PHASE 2
ISSUE DATE: OCTOBER 5, 2017
VW.)
t.4.400RESV.4,1„ F(.3N)NA FtC
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.
PERMITTEE'SCERTIFICATION
1, the undersigned agent for the Permit -tee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Perinittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Wilmer Melton, III,
Director of Public Works
Printed Name, 'Title
/ 6* 04I?
Date
ENGtNt;t7#'8 CERTIFICATION
1, David Gastel as a duly registered Professional Eineer in the State of North Carolina,
having been authorized to observe (E1 periodically, El weekly, U fufl time) the construction 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 w/signature & date:
Ej Final Ci Partial (include description)
Certification Contments/Qualifiers (attach if necessa
NC DWR —Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Sanitary Sewer Manhole VacuumTesting Report
Project Name: Austin Corners Ph 2
Date: September 23, 2019
Signed:
Project #: 1015214
Present at Site: Chris Wald DI
Manhole Test TI
Results nts
SSMH-21
SSMH-22
SSMH-23
H-24
SSMH-25
SSMH-26
SSMH-27
SSMH-28
SSMH-29
SSMH-30
SSMH-31
SSMH-32
SSMH-,33
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
60 SECONDS
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
VAC 10 TO 10
SSMH-34
60 SECONDS
VAC 10 TO 10
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
C:\Usersldgaste
PP
atalLocak\Microso6..\W indowslINetCachetContent.Oul
-Astin Corner Ph 2 Sewer Vacuum,xis 11':11 AM 10/8/2019

Project Name: Austin Corners Phase 2
Date: September 23, 2019
Signed:
Sanitary Sewer Testing Report
Manhole Pipe le Pipe Mandrel
Location Length Test
SSMH-22 TO SSMH-23
SSMH-23 TO SSMH-24
SSMH-23 TO SSMH-25
SSMH-25 TO SSMH-26
SSMH-26 TO SSMH-27
SSMH-27 TO SSMH-28
_SSMH-28 TO SSMH-29
SSMH-29 TO SSMH-30
SSMH-30 TO SSMH-31
SSMH-30 TO SSMH-32
SSMH-32 TO SSMH-33
SSMH-33 TO SSMH 34
8 INCH
253
213
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PASSED
PA
SED
PASSED
Project #: 1015214
Present at Site: Chris Waldt- LDI
Low Pressure
Air Test
Tirne( inutes)
4 PSI FOR 2:58 PASSED
4 PSI FOR 2:58 PASSED
4 PSI FOR 2:30
4 P51 FOR 1:52
4PSI FOR 1:52
4 PSI FOR 0:58
PASSED
PASSED
PASSED
PASSED
4 PSI FOR 0:58 PASSED
4 PSI FOR 0:58 PASSED
4 PSI FOR 1:55 PASSED
4 P51 FOR 1:22 PASSED
4 PSI FOR 2:47 PASSED
4 PSI FOR 2:47 PASSED
4 PSI FOR 1:40 PASSED
C:\Users\dgastelAApp Data\LocallMicr©soft\W indowsll NetCechelContent.Outic
-Ain Corners Ph 2 Sewer.xls
11:11 AM 10/8/2019

Novel her 6, 2019
North Carolina Department of Environrnental Quality
Mooresville Regional Office - VVater Quality Section
610 East Centervenu, Suite 301
Mooresville, forth Carolina 28115
Ede; Austin Corners Phase 2 Wastewater yterr Et.
Q003 - Final Certification
City of KannadaIts _ al arrus County
Dear Sir or Mad
Please file attached a copy of the Final Record Drawings s and Find Fast Tacit Engineering
Certification for the Austin Corners Phase 2 Permit No, WQ0039518.
Should you have :any questions Tease contact meat 7 4- -4 1 ,
401 E,
VVVV \A KA