WQ0038222_Application (FTSE)_20190909

THOMAS ENGINEERING, PA est 1983
civil engineeringe land surveyingeproject management
To: NCDEQ
Division of Water Quality
Non -Discharge Permitting
943 Washington Square Mall
Washington, NC 27889
Attn: Robert Tankard
Re: Villa Grande Phase One and Phase Two
Sewer Extension (Town of Winterville)
Winterville, Pitt County, North Carolina
2015-004
Dear Robert;
September 4, 2019
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Please find enclosed for the referenced project the original Fast -Track Application (FTA
04/16), the Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE-
10/18), the USGS Topographic Map, the original Stream Classification — Watershed
Classification Attachment (WSCAS-0 I - 15), CMSD flow acceptance letter, existing permit
number WQ0038222, and one copy of each for your review and approval. Also attached is the
application fee of $480.00 (check # 14333) and the following brief narrative.
This is a modification to the existing permit number WQ0038222 (copy attached) that was
issued for the Phase One portion of the project. In addition to adding additional property and
lots, this modification request also includes a partial reconfiguration of what was covered
under the existing permit. Tracts "A" and "B" as shown on the attached map were included
under the existing permit number. This modification request includes adding new Tract "C"
and a reconfiguration of the yet to be constructed Tract `B".
Note that the total flow request is now 55,320 gpd, of which 40,800 gpd had already been
allocated.
This project is now a 122-lot single family subdivision which will be served entirely by
gravity -sewer. Wastewater flow generated by this development will discharge into an existing
sewer pump station owned and operated by the Town of Winterville. Ultimate treatment will
be the Contentnea Metropolitan Sewerage District.
Therefore, we are requesting the following items within the existing permit be modified:
• Change Project Name to "Villa Grande Phase One and Phase Two'
1316-B Commerce Drive.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

THOMAS ENGINEERING, PA est 1983
civil engineering* land surveyingeproject management
• Increase permitted by 14,520 gpd, for a total permitted flow of 55,320 gpd (36 single
family 3-bedroom residential dwellings @ 360 GPD/ dwelling; 72 single family 4-
bedroom residential dwellings @ 480 GPD/ dwelling; 13 single family 5-bedroom
residential dwellings @ 600 GPD/ dwelling)
• Change line construction to approximately 6,126 linear feet of 8-inch gravity sewer;
and approximately 560 linear feet of 10-inch gravity sewer
Please review the enclosed documents and let me know if you need any additional
informati n. If you have any questions or comments, please do not hesitate to call.
'John U/'. Thomas, PE
President
johnthomas@thomasen ing eeringpa.com
Enclosures
1316-B Commerce Drive.P.0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W (to be completed by D )
Vaf
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Winterville (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Terri Parker per 15A NCAC 02T .0106(b)
Title: Town Manaeer
4. Applicant's mailing address: P. O. Box 1459
City: Winterville State: North Carolina Zip: 28590-
5. Applicant's contact information:
Phone number: [phone] Email Address: terriparker ckwintervillenc.com
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Villa Grande Phase One and Phase Two
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit numb WQ0031222 d issued date: January 4, 2016
If new construction but part of a master plan, provide the exts g permit number: WQ00
3. County where project is located: Pitt
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.531096' Longitude:-77.434974'
5. Parcel ID (if applicable): 82581 & 10262
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: John G. Thomas License Number: 10147
Firm: Thomas Engineering, PA.
Mailing address: P. O. Box 1309
City: New Bern State: North Carolina Zip: 28563-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Contentnea Metropolitan Sewerage District Permit Number: NC 0032077
Owner Name: Contentnea Metropolitan Sewerage District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: Pump Station inch
System Wide Collection System Permit Numbers (Lpplicable): WQCS
Owner Name(s): Town of Winterville
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Propertv Owners' Association, has an Operational Agreement FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
�b Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If yes, arovide a coat' of flow reduction auaroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow 1,b
No. of Units
Flow
3 Bedroom Single Family Residential Home
360 gal/Unit
36
12,960 GPD
4 Bedroom Single Family Residential Home
480 gal/Unit
72
34,560 GPD
5 Bedroom Single Family Residential Home
600 gal/Unit
13
7,800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
55,320 GPD
a See 15A NCAC 02T .0114(_b), (d). (e)(1) and e (2) for caveats to wastewater design flow rates (i.e., 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 G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 55,320 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6076
PVC
8
50
DIP
10
358
PVC
10
202
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ 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 timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(fl & (g,)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
❑ Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
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 embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.03Q5W contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305 fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes [—]No ® N/A
➢ 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 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 NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A 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, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 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.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be 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: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
" 6;, 77L4 U 64n 4_s attest that this application for
(Professional Engineer's name from Application Item III.1.)
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 I 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 143-215.613, 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 $10,000, as well as civil penalties up to $25,000 per violation. / /
VSE
North Carolina ProfessionalEngineer's seal, signature, and date:
i n Ilk; �\
OtA
Applicant's Certification per 15A NCAC 02T .0106(b):
OW VA a &-, I"4,V
attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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. I 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 civil penalties,
injunctive relief, and/or criminal prosecution. I 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 are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
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 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
a',wC L - Pam.
Date: elyt [;v(q
FORM: FTA 04-16 Page 5 of 5

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CMSD
T OFFICE BOX 477
GRIFTONSNORTH CAROL NA 28630 9F�FjL�d�
CHARLES M. SMiTHWICK, JR. S 've, /O
DISTRICT MANAGER FA
J
September 4, 2019 2 ��sh�Ae� Q�a�. �/9
�9t0�q� Sge9io
.-!V/0�ai
Mr. Travis Welborn, PE �'ee
Public Works Director
Town of Winterville
2571 Railroad Street
Winterville, NC 28590
Re: Villa Grande Phase 1 & 2
Dear Travis:
I am in receipt of your request for the Contentnea Metropolitan Sewerage District (CMSD) to accept the
additional flow of 14,520 gpd of wastewater that will be generated by this project. it is understood that
40,800 gpd had originally been allocated for this subdivision and the developer wishes to modify the
existing permit for an additional 14,520 gpd.
By virtue of this letter, the Contentnea Metropolitan Sewerage District will accept this additional flow.
Please find the attached FTSE form and supporting documentation.
Please advise if you have questions or comments.
Sincerely,
��Qt� fvl
Charles M. Smithwick, Jr.
District Manager, CMSD

DIVISIon of wate"k, ltc--Soren e s
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Twon of Winterville
Project Name for which flow is being requested: Villa Grande Phase 1 & 2
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 wasteivater flow,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Contentnea Metropolitan Sewerage District
b. WWTP Facility Permit #: NCO032077
All flows are in MGD
c. WWTP facility's permitted flow 3.5
d. Estimated obligated flow not yet tributary to the WWTP .494
e. WWTP facility's actual avg. flow 2.115
f. Total flow for this specific request .014520
g. Total actual and obligated flows to the facility 2.623
h. Percent of pennitted flow used 74.94%
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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm / p fl,
Number)
MGD MGD
Hwy 11 7.5 3
Reedy Br. 2.16 .864
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily FIow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
1.404
.494
1.898
1.102
.403
.029
.432
.432
* 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.
Downstream Facility Name (Sewer): Contentnea Metropolitan Sewerage Dist.
Downstream Permit Number: NCO032077
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Charles M. Smithwick, Jr. 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 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 Sections I and II
plus all attached planning assessment addendmns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature
Date
Page 2 of 6
FTSE 04-16

Wastewater Flow Tracking
Flow Not Tributary to WWTP- Ayden September 2019
Ayden
Date CMSD
# Lots Point of
Accepted
Subdivision
#Lots Platted
#Lots w/Construction
Remaining Entry
Flow Not Tributary
Yr/Month
Springdale Townes
60
0
60 Hwy 11
21,600
2002-Apr
Springdale Apart.
96
24
72 Hwy 11
25,920
2004-Apr
Bel -Mar PI. Ph 2
37
9
28 S Edge
10,080
2006-May
Pineview Sub.
5
3
2
720
2011-Nov
The Arbors
128
20
108 Hwy 11
38,880
Stanfield Sub.
30
0
30 Hwy 11
10,800
2007-Mar
Country Club Acres
99
11
88 S Edge
31,680
2007-May
Ayden CC(pool/clubh)
53
10
43 S Edge
15,480
2006-Feb
Pineview Sub. Sec 2
32
21
11 Hwy 11
3,960
2008-Jan
Camdyn Place Sub
32
0
32 S Edge
11,520
2009-Apr
Arbors (1 bedrm unit)
32
0
32 Hwy 11
7,680
Arbors (2 bedrm unit)
32
0
32 Hwy 11
7,680
Arbors (clubhouse)
Hwy 11
360
South Country Sub
Hwy 11
35,280 *
2002-Apr
Allen Park Sub
43
0
43 S Edge
20,640
2018-Aug
Total Flow Obligated but
Not Tributary to WWTP
Ayden 242,280
Winterville 252,240
Total 494,520
242,280
*South Country Subdivision flow was approved by the CMSD on April 3, 2002. Currently there are six (6) duplexes on this site
*This document was revised May 23, 2017 to add South Country Subdivision

Wastewater Flow Tracking
Flow Not Tributary to WWTP-Winterville September 2019
Winterville
Subdivision
# Lots Platted
# Lots w/Construction
Canterbury Sec.6
63
57
Brookestone
74
10
Summe►winds
68
52
Denali Sub
68
53
Blackstone
27
16
Brookfield
76
46
Cooper's Pointe Sec 8
23
20
Villa Grande Ph 1
85
35
Holly Grove Sub
62
0
Copper Creek
40
0
Brookfield Sec. 4
57
0
Eli's Ridge
232
0
Total Flow Not Tributary
# Lots Point of
Remaining Entry
Flow Not Tributary
6 Reedy Br
2160
64 Church St
23040
16 Mag Rid.
5760
15 Reedy Br
5400
11 Reedy Br
3960
30 Church St
10800
3 Church St
1080
50 Reedy Br
24000
62 Church St
29760
40 Mag. Rid
14400
57 Church St
20520
232 Church St
111360
252240
Date CMSD
Accepted
Yr/Month
2002-Feb
2006-Sept
2006-Dec
2008-Mar
2014-Oct
2008-Mar
2015-July
2015 Dec
2018-July
2018-May
2018 Oct
2019-Aug
Note: Winterville Town Council "de -obligated" Laurie Meadows Ph. 3 (duplicate-10,800) gpd and Chapman Court (10,080 gpd)

CMSD Wastewater Flows (September 2018 thru August 2019)
2018 September
October
November
December
2019 January
February
March
April
May
June
July
August
Total/Average
Reedy Branch PS
Total
Average
15.472
0.516
10.949
0.353
11.772
0.392
15.908
0.513
13.942
0.45
12.568
0.449
13.271
0.428
12.062
0.402
9.817
0.317
11.055
0.368
10.389
0.335
9.845
0.318
147.05
0.40342
Hwy 11 PS
Total Average
58.16 1.939
Main Plant
Total Average
101.652 3.388
35.567
1.147
52.168
1.683
40.886
1.363
60.004
2
63.376
2.044
94.272
3.041
50.252
1.621
73.086
2.358
44.81
1.6
67.358
2.406
45.663
1.473
69.963
2.257
41.582
1.386
64.624
2.154
31.443
1.014
45.696
1.474
35.354
1.178
49.46
1.649
33.713
1.088
48.702
1.571
30.803
0.994
43.376
1.399
511.609
1.40392
770.361
2.115

IN -no WIM
Thomas Engineering,- PA BRANCH BANKING AND TRUST COMPANY 14333
P. O.-Box 1309
66-1121531 - -
New Bern, NC 28563-1309 -
[phone]
09/04/201.9
PAY TO THE a
ORDER OF NCDEQ $ *'480.00
Four hundred eighty and
DOLLARS
_
`E" v Villa Grande Phase Two Sewer Application Fee
RIO&4333v 1:05310LL20 149L 9_2 29u
Thomas Engineering, PA
09/04/2019 NCDEQ
Date Type Reference Original Amount Balance Due
09/04/2019 Bill villa 2 sewer 480.00 480.00
Check Amount
Checking 2429 (2429) Villa Grande Phase Two Sewer Application Fee
14333
Payment
480.00
480.00
480.00

PERMIT NUMBER NC0032077 OUTFALL: 001 EFFLUENT
FACILITY NAME Contentnea Metropolitan Sewerage District - Contentnea Sewerage District WWTP
CITY Grifton COUNTY Pitt
PERIOD ENDING MONTH 12 _ 2018
REGION Washington
DMR 12 Month Calculated
PAGE # 1 - 1
00010
00094
00300
00400
00625
00630
31616
50050
deg c
umhos/cm
mg/I
su
mg/I
mg/I
#/100m1
mgd
Temperature, Water
Conductivity
Oxygen, Dissolved
pH
Nitrogen, Kjeldahl,
Nitrite plus Nitrate
Coliform, Fecal MF,
Flow, in conduit or
Deg. Centigrade
(DO)
Total (as N)
Total (as N)
MFC Broth, 44.5 C
thru treatment plant
12-18
3.5
19
291.5
9.23
6 - 7.1
1.405
1.6625
2.8135303
3.0410323
11-18
3.5
20.7368421
360
8.5110526
6.2 - 7.1
0.61
2.1725
3.9811799
2.0001333
10-18
3.5
23.3913044
415
8.0582609
6.2 - 7.4
0.802
1.914
2.1706858
1.6828387
9-18
3.5
26.5384615
337.5
7.3915385
6.7 - 7.82
0.7566667
1.4266667
4.2684499
3.3884333
8-18
3.5
26
336
7.346087
6.12 - 7.1
0.6675
1.29
2.8029939
2.3614516
7-18
_
3.5
25.8095238
464
7.4257143
6.47 - 7.33
0.882
1.152
2.6232554
1.6351936
6-18
3.5
24.6666667
382
7.6361905
6.06 - 7.24
0.67875
0.385
3.8164841
1.6222
5-18
3.5
21.9545455
334.5
8.1859091
6.21 - 7.39
0.578
0.844
2.9914257
2.0115807
4-18
3.5
17.6190476
305.5
9.1138095
6.2 - 7.26
0.6725
0.8675
2.2723333
3-18
3.5
14.8571429
340.5
9.4876191
6.24 - 7.86
0.4675
0.5775
1.3931055
2.2776129
2-18
3.5
15.8
304.5
9.3505
6.44 - 7.28
0.595
0.8625
1.2820889
2.4148571
1-18
3.5
12.45
297.5
10.1825
6.23 - 7.4
0.71
0.926
1.1892071
2.3552581
Z -1. 4 2Z
i2

JIM
Division of Water Resources
Entity Requesting Allocation:
Project Name for which flow is being -requested:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension A�pk',c-ations
(FTS4%M-18)
Villa Grande Phase One & Ph;,,
More than one FTSE maybe required for a single project if the owner of the WWTP is not respoaWPIR u , pun
stations along the route of the proposed wastewater flow. 9 Se �Jip
e9i q _1 c
I. Complete this section only if you are the owner of the wastewater treatment plant. ick;
a. WWTP Facility Name:
b. WWTP Facility Permit;:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
Il. 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 gonnection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Approx.
Obligated,
Total
Pump
Pump
Average
Current
Not Yet
Current Flow
Station
Station
Firm
Daily Flow**
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
• RedForbes
(25)
0.277157
0.110862
0.0100
0.0054
0.0154
0.095462
* 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 out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pt) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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.
Downstream Facility Name (Sewer): Town of Winterville
Downstream Permit Number: WQCS00117
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Travis Welborn 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 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 Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
9ITOI,g
Signing Official Signature Date
f A -(' W aikg
Title of Signing Official
Page 2 of 6
FTSE 10-18

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State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
�Jp
/l
Division of Water Resources Watershed Classification Attachment (WSCAS- . 15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the proj area a4
waterbodies. Each map or maps must show the location of the sewer system and include I*ation fifientifiers
where the system traverses over or near waterbodies. The map should have location *s "-6R ch dift�ErQnt
waterbody and corresponding classifications should be recorded. sh%9ratb�` �d��
°^ s: 9
Include the completed form and map portions with the permit application for submittal to the app*'riggocggview
agency. A list of the Division's regional offices, their county coverage, and contact information can ed
from: http://Portal.ncdenr.org/web/wq/home/ro
Location ID
Name of Waterbody'
River
Basin
Waterbody
Index No.
Waterbody
Classification
NQL.se
Z7.9'I-Co.s
C-5W;Af5W
I �
C-t -C
< <
t
t
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above ��� CAR
classifications are inclusive of the stated project, complete and �.� - -S p
correct to the best of my knowledge and belief. _ y`
— SEAS
PE Seal, Signature and Date
pia'-----••-O 1�

State of North Carolina
�ORIGINAL p Quality
Department of Environmental uali
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineering practices. A
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .030SQ0, design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would in lude plan , i
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum deriteria.
documents shall be available upon request by the Division. �a 9
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAevi%3
°�q�Svy
Sec4
Projects not eligible for review via the fast track process (must be submitted for full technical review): /o� o,� d/
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100; O,yce
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional En ig neer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/PropeM Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

Water Resources
ENVIRONMENTAL QUALITY
January 4, 2016
Terri Parker, Town Manager
Town of Winterville
PO Box 1459
Winterville, NC 28590
Subject: Permit No. WQ0038222
Town of Winterville
Villa Grande Phase One Sewer Project
Wastewater Collection System Extension
Pitt County
Dear Ms. Parker:
PAT MCCRORY
rlon:nxlr
DONALD R. VAN DER VAART
.�t'crrlaf"
S. JAY ZIMMERMAN
In accordance with your application received December 30, 2015 we are forwarding herewith Permit No.
WQ0038222, dated January 4, 2016, to the Town of Winterville 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 11.1: 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 Town of Winterville 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
27699-6714. Unless such demands are made, this permit shall be final and binding.
State of North Carolina I Environmental Quality I Water Resources —Water Quality Regional Operations —Washington Regional Office
943 Washington Square Mail, Washington, NC 27889
252-946-6481

Town of Winterville
Villa Grande Phase One
WQ0038222
January 4, 2016
If you need additional information concerning this matter, please contact Allen Clark at [phone]
or via e-mail at [e-mail].
Sincerely,
r;�n
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Robert Tankard
Assistant Regional Supervisor
Water Quality Regional Operations Section
Washington Regional Office
cc: John G. Thomas, PE([e-mail])
Charles M. Smithwick, Jr. ([e-mail])
Washington Regional Office Files
Water Resources Central Files
PERCS (electronic copy)
Page 2 of 8

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 Winterville
for the construction and operation of approximately 3978 linear feet of 8-inch gravity sewer; and,
approximately 561 linear feet of 10-inch gravity sewer, as part of the Villa Grande Phase One sewer
project, and the discharge of 40,800 gallons per day (85 single family 4-bedroom residential dwellings @
480 GPD/dwelling) of domestic wastewater Into the Contentnea Metropolitan Sewerage District WWTP,
pursuant to the application received December 30, 2015 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.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number: WQ0038222
Permit Issued: January 4, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Town of Winterville
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Contentnea Metropolitan
Sewerage District WWTP in accordance with Permit Number NC0032077.
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 forthe 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, 40,800 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)]
2. The abandonment of any existing wastewater facilities including septic systems being replaced by new
sewer infrastructure shall be done in accordance with the applicable agency having compliance
oversight on such facilities. [15A NCAC 02T.0105(c)(6))
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
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.0110]
3. 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
Page 4 of 8

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.
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 everyday (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 are
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.
Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. 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 Washington
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:
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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 spillover 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].
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 11 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 Permittee 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 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.
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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 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 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 fife 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.
[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, orordinances 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)]
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FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
Town of Winterville
PERMIT #:
WQ0038222
PROJECT:
Villa Grande Phase One
ISSUE DATE:
January 4, 2016
This project shall not be considered complete nor allowed to operate in accordance with 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 at the bottom.
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. 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
ENGINEERS CERTIFICATION
I, , as a duI registered Professional En ineer in the State of North Carolina,
having been authorized to observe (periodically, ❑ weekly, [ 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:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR— Water Quality Regional Operations Section 943 Washington Square Mall, Washington, NC 27889
Washington Regional Office Phone: [phone] FAX: [phone]