WQ0029859_Application (FTSE)_20080625

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: n
(to be completed by DWG)�V
1. Owner/Permittee:
1 a. South Granville Water and Sewer Authority (SGWASA}
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Lindsay L. Mize -Executive Director J
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑
1d.
e. Butner
Corporation ❑ Other (specify):
Mailing Address
City
1f.
_ _
North Carolina _
1g. 27509
State
Zip Code
J
1 h.
_
919-574-4068 71j. 919-575-4652
Ili. Imize s asa.o
-
Telephone Facsimile _
E-mail
-
2.
Pr_o_iec_t (Facility) Information:
2a.
"note Phase 3
2b. Granville
Brief Project Name (permit will refer to this name)
Where Project is Located ;'
3.
----County
Contact Person:
__
r
3a.
Tracy Parrott - Project Manager
Name and Affiliation of Someone Who Can Answer Questions About this Application 't. J Z
3b. 919-732-3883 - be [e-mail]_
Phone Number E-mail
I. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQ 0029859
:2. Owner is ® Public (skip to Item 8(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 12b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item S(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
:3. South Granville Water and Sewer Authority
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Aa. SGWASA Wastewater Treatment Plant _ 4b. NC 0026824
Name of WWTF WWTF Permit No.
5a. SGWASA T 5b. 8" ® Gravity c. WQ 0022593
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
0 % Domestic/Commercial
® Residential Subdivision ❑ Retail (Stores, shopping centers)
[IApartments/Condominiums ❑ institution 0 %Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
❑ School ❑ Church (RO: contact your Regional Office
❑ Restaurant ❑ Nursing Home Pretreatment staff)
❑ Office ❑ Other (specify):
100% single-family residence
- _eg
, ;4A --,,.
7. Volume of wastewater to be allocated or permitted for this particular project: oaIlDns per day
*Do not Include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12107

7:
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Phase 3 = (61 single-family houses) x 360gpd = 21,960gpd (** Original allocation was for 26,040gpd based on
preliminary design. Final design yields fit lots and requires 21,960gpd**)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
3,985
New Gravity or Additional
Force Main
Gravity
1. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Station Location ID
Design Flow
(MGD)
Station Location ID
chosen - as shown on plans/map for
Operational Point Power Reliability Option
GPM @TDH 1 -permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w1MTS
chosen - as shown on plans/map for
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator wlMTS
Pump Station Location ID,
Design Flow
(MGD)
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility _
'(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

�14. Have the following permits/certifications been submitted for approval for the system or project to be served?
WetlandfStream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® NIA
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ NIA
Stormwater? ® Yes ❑ No ❑ NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high Priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. OwnerlPermittee's Certification: (Signature of Signing Official and Project Name)
1, Linsay L. Mize, attest that this application for Wynn -gate Phase 3 has been reviewed by me and is accurate and
complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
viola_tlon.
la.
ig�nlng Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Tracy Parrott attest that this application for Wynn -gate Phase 3 has been reviewed by me and is accurate, complete
LL and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
W 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
t.± 1, 2000 and the watershed classification in accordance with Division guidance. 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 NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
well as civil penalties up to $25, 000 per violation.
2a. Tracy Parrott, PE ���++�+� i i►'iii
{ Professional Engineer Name
` •ES51 �%
2b. Summit Consulting Engineers
Engineering FirmSEAL 9f _
2c. 1000 Corporate Drive, Suite 101 23100
Mailing Address -
2d. Hillsborough 2e. NC 2f. 27278
City ! state f zip ,yN L
2g. 91 23 3883 2h, 919-732-6676 2i. tracy.parrott@summit-
Tel ne Facsimile engineer.com �al/"
PE Seal, ignature � ate
FTA 12/07

I
pF W A T� JUN 2 ! State of North Carolina
_ Department f Environment
�O G ...........-�------- Dep ent o Env�ro ent and Natural Resources
C R RALEIGH REGi0h,,L OM Division of Water Quality
4 � Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE - 10i07)
Project Applicant Name: Tracy Parrott, PE — Summit Consulting
Project Name for which flow is being requested: Wynngate Phase III
More than one FTSE-10107 may be requited for a single project if the owner of the WWTP is not responsible for- all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: South Granville Water and Sewer Authority
b. WWTP Facility Permit #: NC 0026824
All flows are in MGD
c. WWTP facility's permitted flow 5.50
d. Estimated obligated flow not yet tributary to the WWTP 1.659
e. WWTP facility's actual avg. flow 2.10
f. Total flow for this specific request .021960
g. Total actual and obligated flows to the facility 3.781
h. Percent of permitted flow used 68.75
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Finn/Design) Daily Flow, MGD
East Middleton Drive 0.2592 .0339
III. Certification Statement:
I, Lindsay L. Mize, certify that, to the best of my knowledge, 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. 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 for which �O the responsible party. Signature of this form indicates acceptance of this
Official Signature
Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE—10/07)
Section I
a. WWTP` Facility -Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit M Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility'syermitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not vet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80'.0. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e - f]
h. Percent of permitted flow used: Equals [(g / c)*100]

For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-10,'07 submitted after January 15, 2008 may have numbers like this:
c. — 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE-10107 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. — 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. — 55.8 %
Each subsequent Form FTSE-10 `07 will be updated in the same manner.
Section II
List the name, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section III
Form FTSE-10/07 must be signed by the appropriate official as per 15A NCAC 02T .0106.

JUN 2 6 2D
South Granville Water and Se\,,fer authority
October 19. 200
Board Board s:& Mir. Bob Anderson
Miem
3DG VVvnnoa.e Associates, 1 1 C
Ron 7000 S;Y Forks Road, Suite 115
AMOOOd, Paieigh, NC 2 `- 1 5
Chaff-� �n
Subject: Preiirninary A:location Request — 1�Vynn'-gate Pthase .I€
Ken � Ray, �
\rime 23,040 ga;ions per day of 1'�rat2r and SeIv r
Chair ,pan Wynnga -e Subdivision P' a e 11
� S
Granville County
Cave Currin
Jack i . Da\i' Dear Mr.. ,nderson:
i,-r, t;s-an At its Octo',cr 1 i, rnceting the SGV\f',SA 3oard approved your pteiirninary
allocation request ±or the subject project. ".s aer the SGEft�=;5`; k!ioca ion
_-n Lane policy You -k-nftst s'..bmit to the SSW'. =t Clerl' a itC'-,":�'.� lu C a Cit�C)i in the
Eocar
amount of s8,208.00 by Ootober 21, 2DCE. The SG1'VASA Clerk's maiiing
Smoak address is listed belevr, the physical address is Creed -moor City Hladl, Miasonic
,avenue, Creedmoor, Worth Caro!ins.
Within six (0) months, the SGWASA Apri! 11, 200S regular meeting, BDG
Wynngate Associates, ! ! C must submit to the C—%-:W,^-,SA Clark a request for
l=€nal Allocation. This final allocation r?gJest must contain all of the
appropriate documentation as re` --rancid lrtrithin the SG.WAS.4 ^,ll�CatiOn
Policy (ses attached) and specif icaNy Sections S and 7. The information
included in this final allocation request shall soaci-icaliy include but vtrill not
be limited to the follolA'ing:
Final Allocation request form completely tilled out v\rith all appropriate
signatures.
A final allocation check in the amount of t4-3,572.00.
Copies of all local government planning and Toning approva!s.
Copies of all other local government approvals or permits (i.e. tIo'
acceptance letters, erosion/sedimentation control, roadv+vay
improvements, etc.)
.Staff
Members
! inds2v L
Di,eCior
Jim Wre-)z_.
ALtornev
Sand -a
artier,
Cie-k
C!O SGVVAS r:ier*, P. C. Box .765, Creedmoor, NC %7;z22
[phone] r ti 1919) 529-3092

Mr. Anderson
October 19, 2005
Page 2 of 2
Final construction dra\,\ring prepared by a registered land surveyor \with
--- ti-dui(;times-drat rrrrrb�-a^i `rprolfessional engineer,
• Copies of all Stag and=ederal PermitLs:'r,pprovals whic`1 may inclide
but are not limited to CORPS of -Engineers, Division of \'Aster Quality,
Division of Public Water Supply, and pp-ooriate locum—anta=ion from
NICDO i showing road design approval.
?lease be advised that this list is not exhaustive and it is your responsibility
:0 pry\!Ile all information a5 Qudined l 4 he Sl:'iVrIkS.A foocat€on ooFIcy.
if you rave any questions regarQl;ig he Sou: ,l Crab\!€i; 1r\�cter and ewe
",�thority'S Allocatioi� Poiici! �ieaSe CQnt?Ct s ++C 3t ( ) '3i
5i5 .
Sincerely,
Lindsay ! . r\liZ$
;:acuL;ve Director
C: Sandra Harper, SGVVASA Clark

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UNITED STATES STATE OF N01
scy� DEPARTMENT OF THE INTERFOR i)EPARTMEt#T OF NATURAL
P GEOLOGICAL SURVEY PALE10H, NOF
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SUMMIT
CONSULTING
May 13, 2008
Mr. Barry Herzberg
Environmental Engineer
NCDENR - DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ENGINEERING ■ ARCHITECTURE ■ SURVEYING
Subject: Wynngate Subdivision — Phase III, Granville County
Sewer Revision; Modification of Permit #WQ 0029859
Mr. Herzberg:
E DENR RALEIGH REGIO"lt,l
Please find enclosed for your review and approval a Fast -Track Application for permit
modification on Wynngate Subdivision -Phase III. Revised plans for an alternate sewer routing
have been reviewed and approved by South Granville Water & Sewer Authority and the
application (Form FTA 12i07) has been executed accordingly. Also included it an executed Flow
Tracking 1 Acceptance for Sewer Extension Permit Application (Form FTSE 10/07).
The original Phase III sewer permit was issued on February 27, 2006. At that time, Granville
County was the owner of the existing sewer system serving this area. Since that time, the sewer
infrastructure has been transferred by agreement to South Granville Water and Sewer Authority.
Thus the referenced applications have been generated accordingly.
The original sewer design as permitted provided for the main to be aligned along proposed Road
A, with gravity flow from west to east. This yielded the shortest, most direct collection system
routing for Phase III. However, this routing opposed some portions of the existing topography,
resulting in deeper mains to achieve the west -to -east gravity flow. Following issuance of the
referenced permit, further field investigation of the site indicated significant blasting and rock
excavation would be required to install the sewer mains as designed. The owner requested our
firm analyze an alternate routing to avoid the deeper installations and associated rock excavation.
A revised routing was designed for gravity sewer flow that generally follows the proposed street
profiles and natural topography. An outfall was added along the lower side of Phase III parallel
to the stream to collect flow from the street mains. This revision results in an increase in total
length of main, as reflected in the application, but eliminates the deeper installations. In addition
to avoiding the deep mains and mass rock, it is felt that the revised routing will result in a
collection system that is more easily serviced and maintained.
1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] • Fax [phone]
www.summit-engi,neer.com
314-A North Madison Boulevard • Roxboro, NC 27573
Telephone [phone] • Fax [phone]

Your assistance with and approval of this modification is greatly appreciated. Should you have
any questions regarding this information, please contact me at [phone] (office) or (919)
201-5723 (mobile).
Best Regards,
SUMMIT CONSULTING, PLLC
Engineering — Aecture -- Surveying
>& PArrott, PE
ect Manager

SUMMIT
CONSULTING ENGINEERING ■ ARCHITECTURE ■ SURVEYING
June 25, 2008
Mr. Barry Herzberg
Environmental Engineer
NCDENR-DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
Re: Wynngate Subdivision Phase III Fast -Track Application.
Modification of Permit #WQ0029859
Dear Mr. Herzberg:
Please find the Fast -Track Application, and additional submittal materials, for your review and
approval of Wynngate Phase III. Modifications have been made to the sewer design after the
original application was approved. Therefore, we are resubmitting the Fast -Track Application
with a new application review fee of $480.00.
Included with this submittal are the following:
• (1) Original Fast -Track Application, plus (1) copy.
• (1) Flow Tracking/Acceptance for Sewer Extension Permit Application.
• (1) Copy of SGWASA preliminary allocation request letter
• (1) Copy of USGS map.
• (1) Check for $480.
Please approve the modified Fast -Track Application, and send me a copy of the approval letter at
your earliest convenience.
If you have any questions, or require additional information, please contact me at (919) 732-
3883. Thank you for your time concerning this project.
Sincerely,
SUMMIT CONSULTING ENGINEERS, PLLC
Alan Pytcher, Planner {i� 0 ?
Land Development Group
Summit Consulting pENR fu+i-EICH P,cGIC �__.
J 1863 t/Phase III/DWQ-Sewer Letter.doc
1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278 314-A North Madison Boulevard • Roxboro, NC 27573
Telephone [phone] • Fax [phone] www.summit-engineer.com Telephone [phone] • Fax [phone]