WQ0041399_Application (FTSE)_20200504

State of North Carolina
DWR
Department of Environmental Quality
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: 00 W 411' it (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: South Granville Water and Sewer Authorit% (companN. municipality. HOA. utility. etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Prig ately-Oxvned Public Utility
❑ Federal ❑ State.:County ® Municipal ❑ Other
3. Signature authority's name: Scott N Schroer per 15A NCAC 02T .0106Ih!
Title: Executive Director
4. Applicant's mailing address: 415 Central A%enue. Suite B
City: Butner State: NC Zip: 27509-
5. Applicant's contact information:
Phone number: [phone] Email Address: sschrocer-&sS%%asa.org
[I. PROJECT INFORMATION:
I. Project name: Brame's Crossing Subdi% ision
2. Application/Project status: ® Proposed (Ne%% Permit) ❑ Existing Permit/Project
If modification.. provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan. provide the existing permit number: WQ00
3. County Where project is located: Granville
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.131249 Longitude:-78.649530
5. Parcel ID (if applicable): PIN 1806277779 AND 1806.452933
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Thomas Spaulding License Number: 019375
Firm: The Spauldina Group, PA
Mailing address: 1611 Jones Franklin Rd, Suite 101
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: tom'd spauldinenorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: SGWASA WWTP Permit Number: NCO026824
2.
Owner Name: SGWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. PermitNumber(s): WQ Downstream (Receiving) Sev.erSize; 8 inch
System Wide Collection System Permit Number(s) (ifaPplicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page 1 of

NIL 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 Dc%elo er's O erational Agreement I-OR.LI: DL% been attached?
❑ Yes ❑No ON A
3. If the Applicant is a Home Pro ert% Owners' Association has an Operational Agreement t FORM: 1-10A) 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 preparatiowservice ❑ Flotel and. or Motels
❑ School r preschool day care ❑ tiledical ' dental..- veterinary facilities ❑ Swimming Pool Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool Filter Backwash
❑ Businesses offices ; factories ❑ Nursing Home ❑ Other (Explain in ,attachment)
Nature of wastewater : 100 °a Domestic: Commercial �% Commercial
% Industrial (See 13A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect' ❑ Yes ❑ No
G. Has a flow reduction been approved under 15A NCAC 02T .01 14t fi? ❑ Yes ® No
Ir ves. provide n co n' or flow reduction a > uroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(i])
Daily Design Flow- *h
,No. or Units
Flow
3-Bedroom Single Family Residence
88 gaVbdrm
54
I4,256 GPD
gal
GPD
gal.:
GPD
gal'
GPD
=al
GPD
c=al
GPD
Total
14,256 GPD
a See 15A NCAC 02T .0114(b). (d). f0 1) and (ems for caveats to wastewater design Ego" 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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02f.Ol 141 shall be
determined using available Flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 25,920 GPD (per I SA NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If pennitted flowis 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):
Pagc 2 of
FORNI: FTA 04-16

V1I. GRAVITV SEWER DESIGN CRITERIA (If Applicable)-02T.0305 & NIDC (Gra%ily Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,811
SDR 35, PVC
8
3.547
DIP
i- Section 11 &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 NIDC
VI11. PUNIP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & NIDC (Pump StationslForce Stains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: Brame's Crossing
2. Approximate Coordinates (Decimal Degrees): Latitude: 36.126740., Longitude:-78.653830=
3. Design flow of the pump station: 0.091 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 283.54 gallons per minute at 91.5 feet total dynamic head (TDH)
5. Summarize the force main to be permitted ( for this Pump Station):
Size (inches)
Length (feet)
Material
6"
3,475
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I 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)(I)(C):
i It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (drag agreement)
and is compatible with the station.
I f 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: rTA 04-16 Page 3 of

IX. SETBACKS & SEPARATIONS —(02B .0200 & 15ANCAC 03T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0_305(f l &l'o ® Yes ❑ do
I5A NCAC 02T.0303M contains minimum separations that shall he provided for ZeWer c%Mem-
Setback Parameter*
Separation Re aired
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 DVS -I or DVS-V), B, SA, ORNV, hIQW, or SB from normal
high water (or tide elevation) and wetlands (see item [X.2)
50 feet
**Any other stream, lake, impoundment, or -round water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Anv 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
i 15A NCAC 02T.0305(g) contains alternatives where separations in 02T,0;45( f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Sudace_Water Classifications webpa-e
If noncompliance with 02T.0305 or " 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 %~here 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 I5A NCAC 02B .0200? ® Yes ❑ No ❑ N A
�- This would include Trout Buffered Streams per I5A NCAC 213.0202
4. Does the project require coverage'authorization under a 404 Nat iomNide or ® Yes [INo
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permittin_ Branch
5. Does project comply with I5A NCAC 02T.01051c)16) (additional permits certifications)? ® Yes [:]No
Per 15A NCAC 02T.0I05(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, stornt«ater management plans, etc.)..
G. Does this project include any server collection fines that are deemed "high -priority?"
Per 15A NCAC 02T.04021 "high -priority se%�er" 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 %kith details for each line, includin, 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.
FOR,NI: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T the Minimum Uesigt�iteria for the pertniitingof eillllt Stations
and Farce Mains (latest version), and the Gravity Sewer Minimum Design Criteria ilatest version) as applicable?
®Yes ❑No
If No, corplete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Aonrov I oi� fguest is required prior to submittal of the Fast Track A licntion and su ortin doeuntents.
2. Professional Engineer's Certification:
I, e7 Lfti 5 -SL7e1,q G Pa !attest that this application for
(Professional Engineer's rtartte front Application here 111.1.)
p?,km 65 Ce-()SsrMla — 'I)J4INS 4L I
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 143-215.6B, any person who knowingly makes any false
statcrttent, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, «hick may
include a fine not to exceed $10,000, as Weil as civil penalties up to 525,000 per violation
North Carolina Professional Engineer's seal, signature, and dale: ,� %A �n�0<'�
?� OFss��k�y
SEAL
�C� z3Y12
Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name & title front Application stern 1.3.)
'l3z,,- , r—'S C.tlss/ K oL -- t ism r
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 front this non -
discharge system to surface waters or the land will result in an inunediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no clainh 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 143-215.613, any person who knowingly stakes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which stay
include a fine not to exceed S 10,000 as well as civil penalties up to $25,000 per violation,
1 \.
r,
Signature: � �� "L ��/'..d�G�',c/_ r_ Uatc: f ,-21U /
Scott N . S e h ro ye r Digitally signed Scott Schroyer, Executive pr
pN: cn=Scutt N.. Schroyer, Executive Director, c=US, o= o=South
f Granville Water and Sewer Authority, ou=Administration,
email= [e-mail]
Reason: I am
Executive Director Dale 20200430 5 -04'00'
FORM: FTA 04-16 Page 5 of 5

CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor
Director
January 4ih, 2012
Lindsay L. Mize, P.E., Executive Director
South Granville Water and Sewer Authority
415 Central Avenue
Suite B
Butner, NC 27509
Subject: South Granville Water and Sewer Authority
Residential Flow Reduction Request
Granville County
Dear Mr. Mize:
Dee Freeman
Secretary
On October 7th, 2011, the Pretreatment, Emergency Response and Collection Systems (PERCS)
Unit received a flow reduction request for future residential connections to the South Granville
Water and Sewer Authority (SGWASA) sewage collection system. This adjustment would apply
to all of SGWASA's permitted but not yet tributary residential connections and all future
residential connections tributary to the SGWASA collection system.
Based upon the analysis submitted and a previous study conducted for the City of Creedmoor's
collection system, the Division of Water Quality (Division) hereby approves an adjusted daily
sewage design flow rate of 88 gallons per day per bedroom effective immediately, to be applied
as follows:
A) For existing permits with flow not yet tributary to the SGWASA collection system:
1) The Division will not reissue permits for previously permitted projects. If reissued
permits are desired, a permit modification application with the appropriate fee must
be submitted for each permit to be modified.
B) For new sewer extension applications with proposed flows tributary to the SGWASA
collection system:
1) The flow reduction is applicable to residential single family dwellings only
2) The minimum flow for I and 2 bedroom dwellings shall be 176 gallons per day
3) This flow reduction shall not apply for sewer extension applications and/or permits
for any other public or private organizations whose wastewater flows are or might
become tributary to the SGWASA collection system.
1617 Mail Service Center. Raleigh. North Carolina 27699-1617
Location: 512 N. Salisbury 5l Ralegh, North Carolina 27604
Phone- 919.807.63001 FAX. [phone] Customer Service:1.877.623.6748
Intemat wmmv.ncwateroualllv.org ne
An Equar Opporluoty IAffirmative Action Employer North Carolina
�nturallff

Lindsay L. Mize, P.E., Executive Director
January 4, 2012
Page 2 of 2
Future sewer extension applications should be made using the reduced flow amounts stated
above. All other aspects of the permitting process remain unchanged, and all applications must
be in compliance with the statues, rules, regulations and minimum design criteria as certified by
the owner and engineer.
Re ardless of the adjusted design daily wastewater flow rate at no time shall the wastewater
flows exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed
the cavacity of the sewers downstream of any new sewer extension or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-2IS. 1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
If you have any questions or comments regarding this matter, please contact Michael Leggett at
[phone], or email [[e-mail]] or Barry Herzberg at (919) 7914200),
or email [[e-mail]]
Sincerely,
Deborah Gore
PERCS Unit Supervisor
cc: Barry Herzberg, Raleigh Regional Office (via email)
NPDES Unit, Permit File NCO26824
Central Files (WQCS00068)
PERCS Flow Reduction File

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: South Granville Water and Sewer Auth
Project Name for which flow is being requested: Brame's Crossing Subdivison
More than one FTSE nuty be required for a single project if the owner of lire HJUP is not responsible fur all pump
stations along the route of the proposer) wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: SGWASA WWTP
b. WWTP Facility Permit #: NCO026824
Aliflows are in AIGD
c. WWTP facility's permitted flow 5.5
d. Estimated obligated flow not yet tributary to the WWTP 1233
e. WWTP facility's actual avg. flow 1.935
f. Total flow for this specific request 0.0143
g. Total actual and obligated flows to the facility 3.1823
h. Percent of permitted flow used 57.86
It. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(s+C)
(E)=(A-D)
Design
Obligated,
Pump
Pump
A%erage
ApproN,
Not Yet
Total Current
Station
Station
Firm
Dail} Flow"
Current
Tributar%
FloNN Plus
(Name or
Permit
Capacity.*
(Firm"p0.
A%-& Dail%
Daily Flow.
Obligated
A%ailable
Number)
No.
MGD
MGD
Fbw,MGD
MGD
Flow
Capacity'**
Joe Peed
1.008
0.403
0.320
0.598
0.3798
0.0232
* 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
(pf) 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): SGWASA WWTP (30-inch outfall)
Downstream Permit Number: N00026824
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I oJCD� ,,JC/�U f 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 al I 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.
<-- ' �—
Signing Official
Title of Signing Official
Scott N. Schroyer,
Executive Director
Date
Digitally signed by Scott N. Schroyer, Executive Director
DN: cn=Scott N. Schroyer, Executive Director, c=US.
o=South Granville Water and Sewer Authority,
ou=Administration, email=[e-mail]
Reason: I am approving this document
Date: 2020A4.30 15:49:51-04'00'
Page 2 of 6
FTSE 10-18

THE SPAULDING GROUP, PA
planning • civil engineering
Brame's Crossing Phase 1
Project Narrative:
The proposed Brame's Crossing Subdivision is located at 2131 Moss Hayes Road,
Creedmoor, NC 27522. The site is approximately 1,625 LF north of the intersection of
NC highway 56 and Moss Hayes Road, 5R 1636. The project includes infrastructure
construction and 54 3-bdrm Single Family Residential Units. The homes will be served
by 2,811 If of PVC and 3,547 If of DIP sewer mains. A flow reduction of 88 gpdr`bdrm is
approved for SGWASA. The proposed sewer lines will be public mains with a proposed
flow of 14,256 GPD for Phase 1. (54 units * 3 bdrmlunit * 88gpd/bdrm = 14.256 GPD)
The sewer mains will connect to a proposed Pump Station on site. The Pump Station wet
well is 15.5 feet deep and 5 foot diameter. It consists of two (2) 15HP, 460-V, 3-PH,
1760 rpm motors. An odor control system. SCADA. and a 80kW, 3-PH backup diesel
generator will be installed.
The Force Main will be 6" PVC and will flow 3,475 LF south through the property to an
existing manhole in the south right of way of NC Highway 56. Please see enclosed
Utility Plan.
Project Schedule:
Construction of Brame's Crossing is anticipated to begin in May of 2020. Infrastructure
construction is estimated to be complete by October 2020. Complete build -out of the
phase and issuance of certificates of occupancy for all lots is expected by January 2021.

10 PRO
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CREEDMOOR QUADRANGLE
SITE NORTH CAROLINA
7.5-MINUTE SERIES
PROPOSEWER
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SCALE 1:24 000
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1 0.5 o KILOMETERS 1 2 CREEDMOOR, NC
1000 500 o METERS 1000 2000 2019
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000_ _5000 6000 7000 D000 9000 10000
FEET
BRAWS CROSSING
CREEDMOOR. GRAN'/RLE COUNTY, NORTH CAROLINA
SEWER PERMIT
USGS 7.5' QUAD 'CREEDMOOR'
s
THE E_ S_PAUL_DING_GROUP. PA
ppldnnrrsg • civil engineering
1�11Jrwr,#r�nNin RAd Twia1a!R�3eYd?7G17dCd
r�rls`�v�ssa�s>b l�rv,9�.cs�-�va3
BRASSAE
HOMES - NC, LLC
J CREEDMOOR RD.,
E 212
DATE : 9/25/2019
S&N FIRM CERT. #: C-1875
PROJECT ENG NEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
WF
PROJECT SURVEYOR:
ROBINSON & PLANTE, PLC
Dept of Environmental Qua
JAN - 3 2029
Raleigh Region, ' "

7.
N
EE
0
ii
m
(PROPOSED
PUMP
3� STATION
y EXISTING PUMP
yj STATION TO BE
nl ABANDONED
D
n
L'
r.
4h
BRAWS CROSSING
CREEDMOOR, GRANVILLE COUNT!', NORTH CAROLINA
SEWER PERMIT
STREET LEVEL MAP
s
THE SPAULDING GROUP, PA_
planning • civil rnginrcring
16JI JMO Fr=%MH Rand Snil�-701 RAN.Ch. its(; .?7606
P&w [M)SS4-7M F.0 (➢!9)85i-7915
MOSS HAYES ROAD
lk L----j [
ePROPOSED SEVVE�
i
OR
PROPOSED FORCE
MAIN
] NC KIGHWAY 561=
GI HOMES — NC, LLC
;500 CREEDMOOR RD.,
;UITE 212
ALEIGH NC 27613
DATE : 9/25/2019
S&N FIRM CERT. J: C-1875
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
wF
PROJECT SURVEYOR:
ROBINSON do PLANTE, PLC
NC DePt of Environmental
JAN - 3 2020
Raleigh Regional C
Y