WQ0040216_Application (FTSE)_20180808

helen.perez
Coastal SWRule
Permitted Flow
Fac'-flity
Facility Name Major/Minor Region
Devaun Park Phase 9
Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Brunswick County Government - County
Owner Affiliation
Ann B. Hardy
PO Box 249
Dates/Events Bolivia NC 28422 024
Scheduled
Orig Issue App-_ ceivied Draft Initiated Issuance Public Notice Issue
Effective Expiration
8/f8/2O 18
Regulated Activities Requested /Received Events

State of North Carolina
Department of Environmental Quality
DIOVR 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:�&� (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual [:] Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: Ann B. Hardy per 15A NCAC 02T .0106(b)
Title: County Manager ,
�A-
4. Applicant's mailing address: PO Box 249 F
AVG 0 2018
City:' Bolivia State: NC Zip: 24822-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Devaun Park - Phase 9 (Lots 1-7)
2. Application/Project status: ® Proposed (New Permit) Ej Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: W
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.890727° Longitude: -78.568344°
5. Parcel ID (if applicable): 2550002808
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: David M Boyette, Jr PE License Number: NC 033714
Firm: Stewart, Inc
Mailing address: 223 S. West Street, Suite 1100
City: Ralei h State: NC Zip: 27603 -
Phone number: [phone] Email Address: dboettekstewartinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Seatrail WWTF Permit Number: W�0012748
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0020760 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
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?
El Yes E]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) El Car Wash
❑ Residential Leased ❑ Retail with food preparation/service El 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 El Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 ? ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(I))
Daily Design Flow ',b
No. of Units
Flow
Residentail
210 gal/day
7
1470 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1470 GPD
a See 15A NCAC 02T .01 14(b), (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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 1470 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
8 419 PVC
➢ 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 (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: 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) I Length (feet) I 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 .03050):
1. Does the project comply with all separations found in 15A NCAC 02T .03050 & (ga ® Yes ❑ No
1.5A NCAC 02T_0305(f) contains minimum cenarntionc flint shall bP nrovided for cPwer cvctPmc-
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 II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except W S -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.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E:1 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 [:1 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(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:
flol attest that this application for
(Professional Engineers name from Application Item 111. 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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
.............................................................................
son
Woo - - # "*ft
• # 41c- r
fel j � ���
.............},.f...................................:
®?
nA*,-EI-- ,nT l�-4 attest that this f
��2..�1 s r 0
(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: Date:
� 1
Approved as to Forret.
FORM: FTA 04-16 ountyAttorney
Page 5 of 5

A�
f_ AUG �State of North Carolina
81,
Department of Environmental Quality
;.
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Brunswick County Public Utilities
Project Name for which flow is being Devaun Park Phase 9 Lots 1-7
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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: SEA TRAIL WWTP
b. WWTP Facility Permit #: WQ 0012748
All flows are in MGD
c. WWTP facility's permitted flow 0.300
d. Estimated obligated flow not yet tributary to the WWTP 1.175
e. WWTP facility's actual avg. flow 0.136
f. Total flow for this specific request 0.00147
g. Total actual and obligated flows to the facility 1.312
h. Percent of permitted flow used 437%
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 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 / p�,
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity*
Devaun
0.154
0.062
0.014
0.048
0.06
0.002
7S()
n 1 nn
n MOA
n nQQ
n nSo
A. t ne r-irm uapacity of any pump station is aennea as ine maximum pumpea iiow tnat
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 Devaun Park
Downstream Permit Number: WQ0020760 MOD
Page 1 of 6
1`71'S E 04-16

III. Certification Statement:
I Ann B. Hardy, County Manager 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 indicates acceptance of this wastewater flow.
Signing Oficial Signature
Approved as to Form.
Ass ounty Attorney
�fZ�1�V
Date
Page Z of 6
FTSE a4-16

Sanitary Sewer Narrative/Calculations
For the proposed
Devaun Park Phase 9
Lots 1-7
Calabash, North Carolina
Prepared for
Lakeshore
Prepared By
F v1k � 3
i
y �
i
July 9, 2018

Sanitary Sewer Narrative
For
Devaun Park Phase 9
Calabash, North Carolina
Prepared for:
Lakeshore
Prepared by:
Stewart Engineering, Inc.
223 S. West Street, Suite 1100
Raleigh, NC 27603
919.380.8750
CA,
dr
SEAL;
Oci �►
Op
sOff
i 8C��
6t� .0%
Stewart Project No. C17052
July 9, 2018

Table of Contents
1. Table of Contents & Narrative
2. Site Information
a. QUAD Map
b. Road Map

Sanitary Sewer Narrative and Calculations
DEVAUN PARK SUBDIVISION — LOTS 1-7
CALABASH, NORTH CAROLINA
EXECUTIVE SUMMARY
This Sanitary Sewer Narrative have been prepared specifically to address the
requirements of 15A NCAC Chapter 2T, the Gravity Sewer Minimum Design Criteria fro
the above -referenced project. This application includes the permitting of +/- 419 LF of
8" gravity main serving (7) seven single-family residential lots in the Devaun Park
Subdivision.
Site Information
The site is located on Shady Forest Drive in Calabash, North Carolina. The
proposed (7) seven lots are an addition of the existing sub -division. The existing
sanitary sewer system serving the development is a public system owned and
maintained by Brunswick County. The site is within the Lumber River Basin and drains
to the Calabash River. No streams, floodplains or wetlands have been identified on
site.
The proposed sewer extension will serve (7) seven additional lots with an
average daily flow of 0.104 MGD. This flow will be accepted by the Brunswick County
Public Utilities system.

Site Information
a. QUAD Map
b. Road Map

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Subject: WQ0040216 Devaun Park Phase 9 Pending
Importance: High
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Processed the app this morning and noticed the FTSE form is missing the Devaun Park pump station.
Please update and send to Helen as she will be doing the review once she has time and this would avoid a delay.
Dean Hunkelle
Environmental* Specialist 11
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
Pean.Hunkele ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
,http:l deg. nc.gov/contactZregiona I-officesZwilmi ngton
t-miad correspondence to and rom this, oddress i's sul`�iectito the Nortil Corohno Pub"c Records 'Low and may be dksclo.sed to third
fi
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; itis
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/­divisions/­­­water-resources/`­­water-resources-
perm its/percs/co I lection -systems -perm its
Subscribe to Collection System updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
3

Helen —you are correct. Do you need something for those lift stations as well?
Thanks,
Dave
David M Boyette, Jr, PE, LEED AP ( Project Manager
Direct 919.866.4804
STRONGER BY DESIGN
Visit us at www.stewartinc.com
� ,�. `. r';"""_ �. � c. '* �; �� � ,G �,:.: s Vic, 4"'�x. � v �' s ; � ..�,
Find out why we are a .� #x� � z s ��: �� _ � � �, F: �w � � � � ��� _� �.
Visit us at www.stewartinc.com
. ... ...... ... _.. _ ......
From: Perez, Helen I <helen. erez ncdenr. ov>
Sent: Thursday, August 09, 2018 10:03 AM
To: Amy Aycock <arn .a cock brunswickcount nc. ov>; Hunkele, Dean <dean.hunkele ncdenr. ov>; William Pinnix
<William.P.innix@ brunswickcountync.go V_>
Cc: David Boyette <[e-mail]>
Subject: RE: [External] RE: WQ0040216 Devaun Park Phase 9 Pending
Um
I believe the Devaun Park's gravity line leads to a pump station under Permit. WQ0020760 and then pumped from that
station under the Calabash River to the Calabash Pump station.
Dean & Helen,
Here is a copy of the FTSE that was completed and signed by Ann Hardy.
Thanks,
AITIIc) Atjcloc_L
Engineering neer pi t Manager
Brunswick COUnty
Office: 910-253-2407
C.% 910-471-4049
... . . ..................................... .................. ........................... .............
From: Hunkele, Dean <dean.hunl<ee ncdenr, ov>
Sent: Thursday, August 09, 2018 9:36 AM
To: Amy Aycock <an .a cock brunswickcount nc, ov>; William Pinnix <william. innix brunswickcount nc. ov>
Cc: Perez, Helen I <[e-mail]>; dboyette stewartinc.corn
2

Perez, Helen I
From: David Boyette<DBoye1te@steywardnccom>
Sent Thursday, August 9,2O1811l)1AM
To: Amy Aycock; Perez Helen 1; Hunke|e' Dean; William PinnLx
Cc: VaughnStena|and
Subject: RE: [External] RE: WQ0040216 Devaun Park Phase 9 Pending
tt
11
NO
Thanks Amy!
David MBoyette,]r,PE, LEEDAP | Project Manager
Direct e19.866.4804
STEWART
STRONGER BY DESIGN
Visit us at
Find out why weare o20 17 BES T PLACE 170 lo ��RtAK!
Visit us at
From: Amy Aycock <amy.aycock@bmnsw|ckcountyncgov>
Sent: Thursday, August O9 201811:01AM
To: David Boyette<[e-mail]>;Perez, Helen |<he|[e-mail]>;Hunke|e,Dean
<deon.hunke|[e-mail]>; VViUiarn Pinnix<VViUiam.Pin [e-mail]>
Cc: Vaughn Stana|and<vaughn@stonaland. us>
Subject: RE: [Externa|]RE: VVQOO4O216DevaunPark Phase 9Pending
Helen and Dave you are right! We will revise the FTSE with the corrected pump station information as soon as we can
and email itback toyou.
/\—.` A.COCL
Engineering Project -97a/7ager
Brunswick County
Office: 910-253-2407
From: David Boyette
Sent: Thursday, August O9 201810:08AM
To: Perez, Helen | Amy Aycock Hunke|e, Dean
VViUiann Pinniv
Cc: Vaughn 5tana|and
Subject: RE: [External] RE: WQ0040216 Devaun Park. Phase 9 Pending

Perez, Helen
1

From: Perez, Helen I
Sent: Thursday, August 23, 2018 12:05 PM
To: 'David Boyette' <DBosetts Ca2stewartinC.roM>
Subject: RE: [External] Re: Devaun Park Phase 9 Lots 1-7 — Corrected FTSE - 04/16
I've been reviewing the app for Devaun Park. Looks like there's a calculation error for the available capacity for the
Devaun pump station on the flow tracking form. It's reported as 0.02 but it calculates out as 0.002. Could you please
check on this and get back to me? Thanks.
Thanks Helen. Really appreciate anything you can do to keep us moving.
A
If you need anything else, please let me know.
- Dave
David M Boyette, Jr. PIE, LEED AP I Project Manager
Direct 919.866.4804
r Ali`
IT, 4
STRONGER BY DESIGN
Visit us at www.stewartinc.com
IFP f
Find out why we are a2
+Z; 17 it E S' 7' (o ii 1: U
Visit us at www.stewartinc.com
From: Perez, Helen I <[e-mail]>
Sent: Thursday, August'16, 2018 1:02 PM -
To: David Boyette <[e-mail]>
Subject: RE: [External] Re: Devaun Park Phase 9 Lots 1-7 — Corrected FTSE - 04/16
Good afternoon Helen,
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Perez, Helen I
From: William Pinnix <[e-mail]>
Sent: Thursday, August 23, 2018 2:50 PM
To: Perez, Helen I
Subject: RE: [External] Re: Devaun Park Phase 9 Lots 1-7 _ Corrected FTSE - 04/16
Attachments: Devaun Park Phase 9 Lots 1-7 _ FTSE Corrected_08232018.pdf
Importance: High
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Hill,
I meant to copy you on this email. I believe David is out until Monday. Not sure if you can help in this matter? If not I'll
wait until next week. Thanks.