WQ0041119_Regional Office Historical File Pre 2018

.13114sIon of Water Resources
State of North Carolina
Department of Environmental Quality'
Division of Water Resources
IA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Niunber, (,)6()11111 (to be completed by DWR')
All iems nust be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Mt, Pleasant company, municipality, 111LA, utility, etc.)
2, Applicant -type: EIJ lndividual El Corporation El General Partnership EJ Privately -Owned Public
Eli Federal Li State Count' fJ Municipal Ei Other
3. Signature authority's name: Rand Holloway per I5A NC,AC 02T .0 I0002)
Title: Town Manager
4.Applicant's mailing address: pQ, 1.39.NL78Z
City: Mt. Pleasant State: NC Zip: 28124-
5. Applicant's contact information.:
Phone number: (704) 430-9.1i9.-,3_ Email Address: ho11owa rmtp1easantncus
IL PROJECT INFORMATION:
I.. Project name: Neuenburg Subdivision
2„ Application/Project status: El Proposed (New Permit)
[J Existing Perrnit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but pall of a master plan, provide the existing permit 11 umber: WQ00
$, County w:here project is located: ('abatTus
4„ Approximate Coordinates (Decimal Degrees): Latitude: 804384Longitude: -35,4936'
5, Parcel ID (if applicable): 5670-14-4856
tor Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: .Paul Campbelit,icense 'Number: 18906
Firm: N EE PA
Mailing address: PO Box 1385
City: Concord State: 280,26-_____
Phone number [phone] Ernail Address: peampbe neeTa.corn
V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
„ Facility Name Rocky River Wastewater Treatment Plant Permit Number NC0036269
Owner Name: WSACC:,
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit Number(s): V Q Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number...Ls:10f applicable): MKS
°miter Names). 'Fown of Mt, Pleasant
FORM: FrA 04-16
Page 1 of5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been anached?
El Yes EJNo NIA.
2, if the Applicant is a Developer of lots to be sold, has a Developer's Operatkmal AgreerricialLORM: DLY) been attached?
[1] Yes ONO N/A
3, If the Applicant is a lion Owners' Association.. has an Operational AgreementLFORM:flOA) been attached?
[1] Yes EiNo NA
4.. Origin of wastewater: (check all that apply):
Residential Owned El Retail (stores, centers, malls)
El Residential Leased LZI Retail with food preparation/service
Lj School / preschool day care Ei Medical / dental veterinary facilities
fJ Food and drink facilities fl Church
EJ Businesses offices I factories EJ Nursing Home
'Nature of wastewater : 100 ?,,t, Domestic/Commercial Commercial
• -
o
Industrial (See 15A NCAC 021 .0103(22))
s there a Pretreatment Program in effect?
6, Has a flow reduction been approved under LA NCAC 021 ,0114(0? E Yes
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01141)j
3 BR single family residential
L
E Car Wash
El Hotel and or Motels
Ei Swimming Pool /Clubhouse
Ej Swimming PoollFilter Backwash
Other (Explain in Attachment)
No
Daily Design Flow a'h No. of Units Flow
360 gallday
gal/
aI
gall
gal/
gal
9 3240 GPI)
CiPD
GPD
GPD
GPD
GPD
Total 3240 GPD
a See 15A NCAC 021 .0114 , • di. tel(jlanale)(21,) for caveats to wastewater design flow rates te., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas,
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in (I.S. 42,A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I5A NCAC 021,0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project. 3240 GPD (per I5A NCAC 021 ,o 14)
Do not include 'Inure flows or previously permitted allocations
If permitted flow is zero, indicate why:
Pump Station or Gra:vity Sewer where flow will be permitted in subsequent permits that connect to this line
Ej Flow has already been allocated in Permit Number:
E] Rehabilitation or replacement of existing sewer with no flew flow expected
Other (Explain):
FORM: ETA 04-16
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERE (11 Applicable) - 02T .0305 & 78:11DC(Cravitsi Sew
1, Summarize gravity sewer to be permitted:
Material
PVC
fr Section ll & Ill of the M.DC. for Permitting of Ciravity Sewers contains information related to design criteria
fr Section lll contains information related to minimum, slopes for gravity ers)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If .Applicable)-- 02,T .0305 & MI)C (Pump Stations/Force Mai
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2 Approximate Coordinates (Decimal Degrees): 1..atitude:
Longitude: -
3, .Design flow of the pump station: millions gallons per day (firm capacity)
4, Ciperational point(s) of the pumpts)i. gallons per minute at feet total dynamic head ( IDN)
5, Summarize the force main to be pertained (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021 .0305thILD:
E] Standby power :source, or pump with automatic activation and telemetry - 15A NCAC 02T .030500( I)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must he permanent to facility
Or if the pump station has an average daily -flow less than 15,000 gallons per day:
ri Portable power source With manual fictivation, quick -connection receptacle and telemetry - 15A NCAC 02T
.030500(1 )(C)
or
EJ Portable pumping unit with plugged emergency pump connection and telemetry - 15A 'NCAC 02T .0305(11)0K):
• 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,
• lithe 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 timcfrarnes, shall be provided
in the case of a multiple station power outage.
OR .N4: F1A 04-16 Page 3 of 5

' IX. SETBACKS & SEPARATIONS — (0214 .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in ISA NCAC 02T .0305(f) & (g)
r 15A NCAC 02F.0305(1) contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
sewers and other utilities not listed below (vertical) 24 inches
'Vatertiains (vertical -water over sewer including in benched trenches)
Water inainghorizontal)
claimed water lines •tt - reclaimedover sewer)
Reclaimed suter lines (horizontal - reclaimed over sewer)
1 **Any private or public Water supply source, including any wells, WS-I waters of Class 1 or
Class 11 impounded reservoirs used as a source of dr•inkirig water
**Waters classified WS (except WS-1 or WS-V), 13, SA, OR\ . flif,)W, or SB from normal
high water (or tide elevation) and wetlands (see item 1X.2)
**Any other stream, lake, impound.ment, or ground water lowering and surface drainage
di•tches
•
.Any huiIdinfoundition
Any basement
Top slope of embankment or cuts of .2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pols
Final earth grade (vertical)
18 inches
18 inches
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
✓ 15A NCAC 02T,0305,(g) contains alternatives Where separations in 0237.0305W cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webRage;
If noncompliance with 02'11.0305Bitor (g)„ see Section X of this application
2. Does the •project comply vvith separation requirements for %vet:lands? (50 feet of separation) 0 Yes
• See the Division's draft separation requirements for situations where separation cannot be meet.
No variance is required ifthe alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NEAC 0213 .0200? Yes
This \would include Trout Buffered Streams per 15A 'NCAC 213,0202
4,
Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
.- Information can be obtained from the 401 & ButferPermittin ;ranch
0 Yes
NIA
NIA
5. Does project compxith 15A 'NCAC 021,0105(c)(6) (additional perinits/certifications)? Yes lJ No
Per 15A NCAC 02L0105(c)16), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this pertni•t is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storinwater iiranagement plans, etc.).
Does this project include any sewer collection lines that are deemed "high-priorityT'
Per 15 (IA 02110401 'high -priority sewer" means "any aerial sewer, sewer contacting surface waters,. siphon, or sewer
positioned parallel to sheambanks that is subject to erosion that undermines or deteriorates the sewer.
Yes El No 0 N/A.
• If yes, include an attachment with details for each line, including type (aerial line, size, material, and loca•tiout,
110 priority iii es shall he inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: 1TA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with ISA NCAC 02T, the Minimum Dcsiii Criteria for the Peupilting ol Pump Stations
and Force Ntains (latest version), and he Gravity Sewer Minimum Desiiin Criteria latest version) as app icable?
Yes DNo
I f No, complete and submit the Variance/Alternative Design Request application ( V A DC 10-14) and supporting documents for
review. Approal of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional 1ntTtters Cctlificatton,
attest that this application fOr
ofessi nal Engineer's taiie from Application hem .111.
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations., Gravity Sewer
'Minimum Design Criteria for Gravity Sewers (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 143-215.6.13, any person who knos ingly. 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 $25000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
1 Applicant's Certification per I5A NCAC Olf .0106(b):
b4d11% 10 A-14_ ,„
Signature Authority's narnet4title from Application flcni„
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that Wall 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. l understand that any discharge of wastewater fromthis non -
discharge system to surface waters or the land will result in an immediate enforcement action that may :include civil penalties,
injunctive. relief, and/or criminal prosecution, 1 will make no claim against the Division of Water Resources shook] a condition
of this permit be violated. 1 also understand that if all required parts of this 'application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to Me as
incom.plete..
NOTE — In accordance with General Statutes 1_37215,6A and 143-215.611, any person who knowingly makes any fake
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to S25,000 per violation.
Sigoature.
)
Date:
FORM: 1rA 04-16 Page 5 of 5

Neuenburg Subdivision
,C'abarrus County el
No, 5670-14-4 6
100
200
400
600
800
1 inch = 200 feet
N
Feet

610
Ev
x
7727 L
ANTI SEEP C
TI SEEP COLLARS
LARS

TP VIEW
TRENCH WIDTH
SECTI01,4
UTILITY LINE
b TER AlT
CLASS B CONCRETE

7/18/2019
Neunburg Subdivision Pipe Bead Loss Table
Suction water surface elevation 0.0 feet
Discharge water surface elevation 856.0 feet
Static head 856.0 feet
Pifae Information
Pipe 1
Pipe 2
Pipe 3
Pipe 4
Pope 5
Pipe 6
Pipe 7
Pope 8
Pipe 9
Pipe 10
of PVC
450 LF of PVC
Pipe length (feet)
Pipe diameter (inches)
Pipe C-factor
Cross -sectional area (feet)
Hydraulic radius
Number of ffffings for each pipe
Gate Valve
Plug Valve (99`%© open)
Butterfly Valve
Swing Check Valve
90° Bend
45* Bend
22.5° Bend
1 1.25`` Bend
Tee (through)
Tee (side out)
Cross (through)
Cross (side out)
Reducer/Increaser
_Discharge to air
Sum of losses in fittings
'Other miscellaneous losses
Page 1
Pipe 1 Pipe2 Pipe3 Pipe 4 Pipe 5 Pipe 6 Pipe 7 Pipe 8 Pipe 9 Ptpe10
158 0 450 0 0 0 0 0 0 0
2,00 4.00 6,00 8,00 12.00 16.00 24.00 30,00 36.00 42.00
120 120 120 120 120 120 12'0 120 120 120
0,022 0,087 0.196 0,349 0.785 1.396 3.142 4.909 7.069 9,621
0.042 0,083 0,125 0.167 0.250 0.333 0,500 0,625 0.750 0.875
0
0
0
0
0
0
0
a
0
0
0
0.29
0
0
0
0
0
0
0
0
0
0
0
0.79
6
0
0
0
0
0
0
0
0
0
0
0
0
0
a
0
0
0
0
0
0
a
0
a
0
0
0
12 16 24 30 36 42
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Sum of minor Tosses (K)
Minimum flow for results
Flow Increment
0 29 0.79
I gpm
1' gpm
Pipe loss Calculation Table.xls

7'118/2019
Head Loss Calculations
Page 2
2
Flow Loss
(gpm) (feet)
1 0,01
2 0.03
3 0,06
4 0.10
5 0.16
6 i 22
7
8
0,47
i 57
16
0'0
$ 93
1
4 6 8 12 16 24 30 36 42
Loss Loss Loss Loss Loss Loss Loss Loss Loss TDH
(feet) (feet) (feet) (feet) (feet) (feet) (feet) (feet) (feet) (feet)
0.00 0,00 0 0 0 0 0 0 0 1 856.01
0.00 0.00 0 0 0 0 0 0 0 1 856,03
0,00 0.00 0 0 0 0 0 0 0 856.06
0,00 0.00 0 0 0 0 0 0 0 '' 856.11
0.00 0.00 0 0 0 0 0 0 0 856.16
0.00 0.00 0 0 0 0 0 0 0 856.23
0,0il°111
0 0 0 0 856
0,00 0 i } 0 0 0 0 00
1.70 0.00 0.02
1.88 0.00 0.03
20 2.06 0.00 0.03
21 2.26 0.00 0,03
0
857,55
857.72
857.91
858.10
858,29
Mtaxarnim ground elevation in 'Sub -division
Minimum Pressure
TDH
856.58
680
Gr. Elev_
Head (Ft)
176.58
Pressure (psi)
76.46
Pipe toss Catcutation Table xVs

WSACC
August 7, 201.9
The Honorable W. Del Eudy, Mayor
Town of Mt. Pleasant
P. O. Box 787
Mt, Pleasant, NC 28124
Subject: Flow Acceptance Request — Town of Mt. Pleasant
Neuenburg Subdivision
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704,786.1783 • 704,795.1564 Fax
www .wsacc,org
Dear .Mayor Eudy:
This. is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Ca.barrus County (WSACC) from the Town of Mt. Pleasant on July 22, 2019. 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 Neuenburg Subdivision, located
off College Street. The referenced :project: will serve nine homes with three bedrooms each, with a projected
wastewater flow of 3,240 gallons per day (gpd). The wastewater generated by this project: will be conveyed
through a proposed and existing system, and then enter WSACC's system at the existing 15-inch Dutch Buffalo
Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the proposed
development based on information provided by North.East Engineering (Civil Engineer for the project) and the
Town of Mt. Pleasant using North Carolina Department of .Environmental Quality (NCDEQ) wastewater 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
fhture. 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 does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also he
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when .system development fees are paid pursuant to
§162A, Article 8.
If you have any questions, please call me at [phone], extension104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Paul D. Campbell, .PE,North.east Engineering
Michael .Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lorna.x1WSACC
Trent Gobble/WSACC

Division of
er Re
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLV) Neuenburg Subdivision
Section 1. Name of wastewater treatment facility (WWII') receiving Nvastewater
N Rocky River Wastewater Treatment Facility — Permit #INC0036269
0 Muddy Creek Wastewater Treatment Facility Permit #NC0081621
WWTP facilitylsipermitted flow., MGD
26.500
Estimated obligated flow not yet tributary' to the WWTP, MGD
WWTP facilitys actual avg. daily flow, MGD
Iotal flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
2.509
20.07 75.74% of permit)
0.003
22.582
:.22?/0
Section 11 Pump stations along the route from the Jurisdiction's connection point to the W
Pump Station
(Name or
Number)
Mt, mea,a,11
PS #1
Nit. Pleasant
PS 42
RRRWW111
NC0036269 55.440 22.176 11,945
MPS
r—
Pump Station
l'enTtlt NO,
rA)
Firm 1 1.)csigu Average,
capacity
mc.a.) 0"irwipl)
MCI)
1.k QC S00009 0.972
WQ(.' S00009 0.806
0,389
0,323
0.3)
Approx. Current
Avi..'iage Daily
HOW
SIGD
0 153
(C)
(D)
c'Thi`ga"Ai Vc1 Total Cirot HOW I Avadabk,
Tributary Daily
Plus. Ol,livatiA Flow
Flow
row)
MCI)
0 .009
0.158
0.009
0.498
0.162 0.227
0.1 67
12.443 9..733
The Firm Capacity(design flow) .of any pump station is defined as the maximum pumped flow that can be achieved with the. largest pump taken nut of service,
"'Design Average DaiI now is the firm capacity' or the pump station divided hy a peaking factor (pf) not less than 2S, per Section .2.02(Alt4)(c) of the Minimum
Design Criteria*
Nanning Assessment Addendum shall he attached for each pump station located between the project connection point and the WWTP where Available
Capacity is .<
Section III. WSACC Certification Statement:
1, „I. Thomas Hahn, PE, 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 from the connection to the WSACC interceptor 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, 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 Section .1 and Section 11 plus all attached planning
assessment addendums for which 1 ant the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSAC.C, does not make a commitment to
service this wastewater flow until a building permitis requested through the Cabarrus County Building 'Inspections
Department and WSACC re eives payment of the System Development Fee,
(
4C( 's Signing O/jicicil Signature Date

Mount Pleasant
hC r�
July 18r 2019
NCDWQ
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
Re: Neuenburg Subdivision Sewer Extension
Town of Mt. Pleasant
To: Whom it may concern:
The Town of Mt. Pleasant plans to serve, operate and maintain the sewer
extension necessary for the Neuenburg Subdivision to be located off N, College
Street in the Town. The sewer extension will consist of the installation of
approximately 530 linear feet of 8" gravity flow sewer to serve nine (9) 3-bedroom
residential lots. Please find attached the follows items:
1, One original and one copy of the permit application and supporting data.
2. Application Fee — A check in the amount of $480.00,
3. The Fast Tract Application (FTA 04-16).
4, The Flow Acceptance Form (FTSE 04-16) from WSACC
5. Site Map showing the location showing the project area.
Please contact me if you have any questions.
Sincerely,
T. Randy Holloway
Town Manager
Town of Mt. Pleasant
8590 Park Drive PO Box 787 : Mount Pleasant, North Carolina 28124 : tel. [phone] : fax [phone]
Website: www,mtple,asantnc.arg Email: [e-mail]

CE TIFICATIO1 CRECT+ IST
To be completed by the certif ing engineer prior to operation of the permitted sewers, per 15A N'CAC 02T.0116,
Certifying Engineer: Paul Campbell ,
Certification Review Da
Cis 21 202 0
Project Names 9Subdivision Neuenburg
y(gp 41119
Project Coun
Cabarrus
`OOREw:s;l a
L1FF i(
l) llas perrnittee information changed since the permit was issued (or last modified); change of minding address,
change of ownership, transfer from developer to HOA/POA, etc. El Yes Q No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the FIOA/POA must occur with the first certification.
2) • Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? El Yes 0 No
3) Final Engineering certification? J Yes 0 No
• If Partial Engineering certification, prxsvide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: (] Yes D No El N/A
• Three feet .minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines,
• Manholes have been installed; At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48inches).
5) Adequate information related to pump stations: LI Yes ❑ No El N/A
• Ensure power reliability option was selected per
6) Was project construction completed in accordance with all ofth
Criteria �C felt the
t5A NCAC 02T,
1vIDC foalp Stations and l ca e Maims latest version)?
If not, a variance approval
operation.
• Contact the Central. Office to discuss the variance to determine a course of action.
•" Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvabte, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary •letter. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents,
hoes the project contains high priority lines (15A NCAC 02T .0402(2i)? Yes a No
Km, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). [f the permit does not include this language, the Fast Track reviewer will r
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (inrchiding but not
limited to pipe length changes of 10% or greater, change in flow, pum station deign capacity design change of 5% or
greater, and/or" change in the number/type of connections)? 0 Yes bJ No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
0
Yes No Q N/A
svity Seweis (latest version); and
in accordance wi'
02T,0105't1), prio
o certification and
taus the permit with
NC DWR Water Quallty Re
Mooresville Regional Office
rtal 0
dons Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone]
FAX [phone]

RECE''IvEoiNcF)FENR/r)WR
FAST TRACK SEWER ENGINECERTIFICATION
PERIVIITTEE: TOWN OF MT.. PLEASANT WOROS
PERMIT #: WQ004:1119 tviooRE:sou„.e KA A L OFFICL
PROJECT: NEUBIOURG SUBDIVISION
ISSUE DATE: AUGUST 27, 2019
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 I required supporting
documentation. R 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 Perrnittee is responsible for tracking all partial certifications up
until a final certification is received 15y the Division. A Final Certification Shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERNUTTIDEJS CRITIFICATION
1, the undersigned agent for the Permittee, hereby state that this project has bean constructed pursuant to
the applicable standards & r.suirexnents, 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.
EAR"( 40 1.1-0 141"Y No41 niitAAGE-1(-
Printed Name, Title
EKINEER'S CERTIFICATION
I, Paul Campbell , as a duly registered Professional Boginear in the State of North Carolina,
having been authorized to a erve (E periodically, (".] weekly, J ft11 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 following construction:
530 linear feet of 8-inch gravity sewer; such that the construction was observed to be built within
substantial compliance of this penult; 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:
GB Final D Partial (include description)
/led
OF 4BAS1 n03042 E
Certification Comments/Qualifiers (attach if necessary):
011111111111i
• •
SEN^
118906
CP%
moo
5 21 2020
NC DWR —Water quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX [phone]