WQ0041479_Application (FTSE)_20200211

a_( State of North Carolina
Deb rtment 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: V14 00 (to be completed by DWR1 hds-�r��-r r � .1 t
All items must be completed or the application will be returntE
1. APPLICANT INFORMATION: re
1. Applicants name: Town of Fuquay Varina (company, municipality, HOA, utility, etc.) 1,OL"(- CUIn cc 2. Applicant type. ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State, -County ® Municipal
3. Signature authority's name: Jgy T. Meyers. PE per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
❑ Other
WDeptOfEnvironmental Quality
FEB 11 2020 ? f 6^/
City: Funuay Varina State: North Carolina Zip: 27526- ieighRegional 4f ee d-6
5. Applicant's contact information:'
Phone number: (�1_9) 567-391 1 Email Address: jmetiers cr fu uay-varina.org w� ! '1 '�
✓�}
11. PROJECT INFORMATION: �`k-
1. Project name: Partin Place -Phase 7
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project A
If a 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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.585989 Longitude:-78.7461581
5. Parcel ID (if applicable): 0676-584200
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Jim Chandler License Number: 026466
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: (919) 8664507 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC000066516
Owner Name: Town of Fuquay Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (ifdifferent than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay Varina
FORM: FTA 04-16 Page I of 5

Vl, 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 'Property 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 preparationiservice ❑ 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 °ru Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC _02T .01 14(f)? ❑ Yes ®No
If yes, provide a cony of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow' b
No. of Units
Flow
Residential
300 gal/day
22
6,600 GPD
gal/
GPD
gal/
GPD
gall
GAD
gal/
GPD
gall
GPD
Total
6,600 GPD
ell
a See 15A NCAC 02T .01 14(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 .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0.1 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 6,600 GAD (per 15A NCAC 02T ,01141
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

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
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)
r Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
V1I1. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
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 - I SA 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.
Y 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(f) & (e)
". 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems_
® Yes ❑ No
Setback Parameter*
Se aratian 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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classiFed WS (except WS-1 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, take, 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 ools
10 feet
Final earth grade vertical
36 inches
". 15A NCAC 02T.030540 contains alternatives where separations in 02T.0305(t) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpaage
If noncompliance with 02T.0305(f) or (e), 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 213.0202
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 perm ittee 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:
I. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria for the Permittin of Pum Stations
and_Force Mains (latest version), and the Grav�_Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
I f No, complete and submit the Variance.'Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the re nest is required prior to submittal of the Fast Track Application and supporting documents.
Professional Engineer's Certification:
1,
(Professional Engineer's name from
Item I11.1.)
attest that this application for
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. 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 (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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
[, Ord 1 6V_6 _F-- , ?V61lG J J, gS attest that this application for
(Sign ure uthority's name & title from Application Item 1.3.)
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. 1 also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
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.
Signature:
Date: 05 feL ZVZU
FORM: FTA 04-16 Page 5 of 5

s
m

VICINITY MAP
SCALE: 1" = 2,000'

�pF WATF,QQ State of North Carolina
�O G Department of Environment and Natural Resources
r Division of Water Quality
-c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua-Varina
Project Name for which flow is being requested: Sam's Xpress Car Wash
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 waste►vater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Terrible Creek WWTP
b. WWTP Facility Permit #E: NCO066516
AUflows are in MGD
c. WWTP facility's permitted flow
3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.849
e. WWTP facility's actual avg. flow
1.353
f. Total flow for this specific request
0.007
g. Total actual and obligated flows to the facility
2.209
h. Percent of permitted flow used
73.63%
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) (B)
(C) (D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Average Daily Approx.
Not Yet Total Current
Station Firm Flow** Current Avg.
Tributary Flow Plus
(Name or Capacity,* (Firm ;' po, Daily Flow,
Daily Flow, Obligated
Available
Number) MGD MGD MGD
MGD Flow
Capacity***
Eastern
1.800 0.720 0.232
0.280 0.519
0.208
Holly
0.432 0.173 0.094
0.121 0.222
-0.049
* 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 (pi) 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.
Page l of 7
I=TSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., Public Utilities certify to the best of my knowledge that the addition of
Director _ _
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 indicates acceptance of this wastewater flow.
Date
Page 2of7
FTSC Q6-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
69 % and 0.121 MGD of the Available Capacity (E) in Pump Station
Holly Ridge PS ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
_0.046 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Holly Ridge Pump Station_ Upgrade is in design or under construction with
planned completion in 2020 ; and/or
d. The following applies:
The Town is currently working with Withers Ravenel for engineering services to
expand the 2urnpinE capacity of the Holly Ridge Pump station. Prelimina _
Engineering stud+ determined that the existingpump station would need to be
replaced. Design of the pump station replacement is currently complete, with
the project letting for bid in the March 2020 time frame.
We expect a 6-month construction time frame since existing forcemain will be
utilized. The Town has bud eted $250,000 in fiscal year 2019-2020 for the
replacement pro ect.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Page 3 of 7
Date
FTSE 06-13

PROJF—cT NARRATIivE
Project Name: Partin Place II - Phase 7
Location: Fuquay Varina, Wake County, NC
Owner: KB Home Raleigh -Durham Inc.
4506 S. Miami Blvd.
Durham, NC 27703
Developer: KB Home Raleigh -Durham Inc.
4506 S. Miami Blvd.
Durham, NC 27703
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along NC Hwy 42,
east of the intersection with NC Hwy 55. The scope of this project will include the construction of 22
residential lot and associated roads in phase 7.
The proposed phase will provide domestic services to Phase 7 of Partin Place subdivision on a 11.47-
acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 6,600 gpd
(22) 4 bedroom houses @ 300 gpd/unit

•�000
•
NC Dept OfEnWronmental Q
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
FEB 11 2020
Raleigh Regional Office
TO: NCDENR-Raleigh Regional Office _ Date: 02/11/2020 Job #:39030
Division of Water Resources Project: Partin Place II — Phase 7
3800 Barrett Drive Raleigh, NC 27609 Reference:
Jason Robinson Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Accel2tance Form
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Jason
Included is the paperwork to go with the check received in the mail on 1/29/2020. Feel free to
contact me with any questions at 919-866-4944 or [e-mail].
Thank you,
Dexter Howell
Project Manager
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Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, March 11, 2020 10:22 AM
To: Jay Meyers [e-mail])
Cc: Jim Chandler, Robinson, Jason
Subject: Partin Place - Phase 7 fast track sewer extension application
Jay,
We are reviewing the subject application and have a question. The FTSE form submitted with this application lists the
project name as "Sam's Xpress Car Wash" for 0.007 mgd.
1. Should the correct name on the FTSE be "Partin Place— Phase 7"?
If so, with your permission, we'll note the change on the form, and issue the permit asap.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(Mncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
e5.-�,—D E
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Robinson, Jason
From: Dexter Howell <[e-mail]>
Sent: Thursday, January 30, 20201:22 PM
To: Robinson, Jason
Cc: Cashion, Ted; Jim Chandler; Thedford, Wren; Jay T. Meyers, PE
Subject: (External] RE: RE: Check from KB Homes
• External email: Db notclllinks or open adz hme is unless.yau. ' ffy. Send all suspicions email as anattachmenttn
Jason
I will have it submitted to Jay today for signature and then send it your way.
Thanks CtCe"
Dexter
a�
Dexter Howell
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4944 1 Fax: [phone]
Mobile: [phone] [e-mail]
1
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
I "'iQuo ;sdll
From: Robinson, Jason <[e-mail]>
Sent: Thursday, January 30, 202011:30 AM
To: Dexter Howell <[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Jim Chandler <[e-mail]>; Thedford, Wren I
<[e-mail]>; Jay T. Meyers, PE <[e-mail]>
Subject: RE: RE: Check from KB Homes rT Y -Q- /���
1
Hi Dexter, (�
Based on our conversation yesterday and my discussions with co-workers, we would typically suggest that you modify
an existing permit to add the new flow that will generated by the new Phase 7. However, it sounds like the flow from
Phase 7 will be added to lines that were permitted in two different existing permits (Phase 3 & 4). Instead of modifying
both of these permits, we think the easiest way to do this would be to apply for a new permit for Phase 7 that would
only include flow (no sewer lines). You should describe the situation in the narrative. The portions of this new permit
could only be certified after Phase 3 and/or 4 were certified.
Also, the check that was submitted didn't come to our office (Raleigh Regional Office). It was received in our Central
Office, which is downtown. If you submit an application to us (RRO) for Phase 7, I'll have our Central Office send the
check to us, and we can use it towards the new application for Phase 7.
Let me know what you think..
Jason

------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates—
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Dexter Howell mailto:Dexter.Howell timmons.com
Sent: Wednesday, January 29, 2020 3:34 PM
To: Jay T. Meyers, PE <'me ers fu ua-varina.or >; Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: Cashion, Ted <ted.cashion (a)ncdenr.g_ov>; Jim Chandler <Jim.Chandler timmons.com>
Subject: [External] RE: Check from KB Homes
511561',k,E loteo 1. l ] ffi: A'nZSZ tliel fr 5.6. ;a ry attachments uri(pss +a.0 verify. Send all suspiCla:us .ernaEl as ah;) tai; tbeiik;tn
Jason
The sewer for phase 7 were actually outfalls from phases 3 and 4. The check was sent to your office by mistake and
should have went to the client. Sorry for the confusion, please put up front for pickup and we will swing by to pickup.
Thanks
Dexter
Dexter Howell
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4944 1 Fax: [phone]
Mobile: [phone] dexter.howelIO)timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Jay T. Meyers, PE <'me ers fu ua-varina.or >
Sent: Wednesday, January 29, 2020 2:27 PM
To: Robinson, Jason <1ason.t.robinson ncdenr.eov>; Dexter Howell <Dexter.Howell Ca)timmons.com>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>
Subject: Re: Check from KB Homes
Its my understanding that the sewer for that portion of Partin Place was previously permitted. It could be that
the check was meant for public water supply. I have copied Dexter Howell with Timmons for his input.

0
Jay T. Meyers, PE I Public Utilities Director
Town of Fuquay-Varina
1415 Holland Road 1 Mailing Address: 134 N. Main St
Fuquay-Varina, NC 27526
[e-mail]
919-567-3911
www.funuay-varina.ora
From: Robinson, Jason <1ason.t.robinson12ncdenr.sov>
Sent: Wednesday, January 29, 2020 2:04 PM
To: Jay T. Meyers, PE <[e-mail]>
Cc: Cashion, Ted <[e-mail]>
Subject: FW: Check from KB Homes
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you recognize the sender and know the content is safe.
Jay,
Our Central Office received a $480 check that referenced Partin Place Phase VII from KB homes. There was no other
paperwork attached.
I know that in the past we in the Raleigh Regional office have issued sewer extension permits for Partin Place Phase 1-VI
to the Town of Fuquay Varina (and $480 is the fee for a sewer extension application). Are you aware if an application is
being prepared or has been submitted for Phase VII?
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Thedford, Wren
Sent: Wednesday, January 29, 20201:48 PM
To: Cashion, Ted <[e-mail]>; Robinson, Jason <[e-mail]>
Subject: Check from KB Homes

I have a check for $480.00 from KB Homes that reference Partin Place VII. No other paperwork was with it. Are you
guys expecting a check from them?