WQ0043900_Application (FTSE)_20221004

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application NumberQq ., � (to be completed by DWR)
All items must be com feted or the application will be returned
I. APPLICANT INFORMATION:
I . Applicant's name: Town of Clayton (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Joshua Baird per 15A NCAC 02`I' .0106(b)
Title: Engineering Director
4. Applicant's mailing address: I 1 I East Second Street
City: Clayton State: NC Zip: 27528-
5. Applicant's contact information:
Phone number: [phone] Email Address: ibaird@,townofclaytonnc.org
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
Dept of rnvirnn mental Qualify
CrT 4 2022
Ra1eIgh izegional Offwce
I . Project name: Carolina Overlook- Phase 1-F.G.K
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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: WQ0042690
3. County where project is located: Johnston „County
4. Approximate Coordinates (Decimal Degrees)- Latitude: 35.40' Longitude: -78.26
5. Parcel ID (if applicable): 05H02009
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Adam Ashbaugh License Number:030456
Firm: ESP Associates, Inc.
Mailing address: 2200 Gateway Centre Boulevard, Suite 216
City: Morrisville State: NC Zip: 27560-
Phone number: (2L9) 678-1070 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWT)F) INFORMATION:
1. Facility Name: Little Creek WRF Permit Number: NC00-25453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ 30569 Downstream (Receiving) Sewer Size: 16 inch
System Wide CoNlection ystern_Pernut Numbers {if a livable : WQCS 00110
Owner Name(s): Town of Clayton
FORM: FTA 04-16 Page I of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ONUA
2. If the Applicant is a Developer of lots to be sold, has a De_v_ loper'S Operational A&reement (FORM; DE;V� been attached?
❑ Yes ❑No CDN/A
3. If the Applicant is a floniciPr rty wners' __,pgjat_ion. has an Qperational A�reeinent FORM; I(OAS been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School f preschool i day care ❑ Medical / dental.' veterinary facilities ❑ Swimming Pool ?Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses i offices factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater, l00% Domestic/Commercial _% Commercial
Industrial See 15A NCAC 02-I:.,0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCA(' 02T .0I 14(f)? ® Yes ❑ No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 211.0114
Daily Design Flow ° b
No. of Units
Flow
Single Family Residential
250 gal/day
81
20,250 GPD
gal/
GPD
gal/
GAD
gal/
GPD
gal/
GPD
gall
GPD
Total
20,250 GPD
a See 15A NCAC 021' .01 14(bl, WJ t, !1[ I1 and LO 1 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 02LAI ldl shallbe
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 20,250 GPD (per 15A NCAC 02T .011
D 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

V1I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021'.0305 & MDC (Gravity SeN4ers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3,803 SDR 35 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: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s):_ _ sallons 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 02 l 0305th)(1}:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
➢ 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 - I SA 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.
D 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- l6 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (0213,0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found in .I5A NCAC 02T_.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum se arations that shall be provided for sewers stems:
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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
"Waters classified 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, 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(g contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaag_e
➢ If noncompliance with 02T.0305(f) or (9) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ NIA
➢ 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 I5A NCAC 02B .0200? ® Yes ❑ No ❑ NIA
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coveragefauthorization 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 perm its/certifications)? ® Yes [:]No
Per I5A 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 I5A 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 ❑ NIA
➢ 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 1SA NCAC 02T, the Minimum Desien Criteria for the Permitting of Pump Stations
and Force Mains latest version and the Gravit Sewer Minimum Desien Criteria (latest version) as applicable?
Yes No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents fa
review. Approval of the—reQuest is =uired prior -to submittal of thc Fast Track Aplilicatdou and supporting documents,
2. Professional Engineer's Certification:
1,
a,
Engineer's name from Application Item I1I.1.)
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. I further aeest 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 t atest 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, orcertification in any application package shall be guilty of Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $2&00(blation.
Worth Carolina Professional Engineer's seal, signature, and date :
FARO` /��i .
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•ate SEA.
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14 ASN�P���
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3. Applicant's Certification per ISA NCAC 02T .0106(b):
I, ' n ���` ���'� attest that this application for
(Signature Autho ty'ss e & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if ail 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. 1 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/orcriminal prosecution. I will make noclaim against the Division of Water Resources should a condition
of this permit be violated. I also understand that ifall required parts of this application package are not completed and that i f
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General State's 143-215.6A and L4 -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:
1�
FOR: FTA 04-16
Date: —U-W_
Page 5 of 5

' C'""Pt of Environmental Quality
State of North Carolina
u 4 2022 Department of Environmental Quality
`
Division of Water Resources
Ra1erl,
hikision of ��tll r R(.Sotir(rs ow gMi �ptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Carolina Overlook - Phase 1 - F,G,K
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: Little Creek WRF
b. WWTP Facility Permit M NC00-25453
A11 flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 + JoCo 1.4 +
Raleigh 1.75 = 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.8304
e. WWTP facility's actual avg. flow 2.992
f. Total flow for this specific request 0.0203
g. Total actual and obligated flows to the facility 3.8427
h. Percent of permitted flow used 68.0%
H. Complete this section for each pump station you -are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Average Daily
Pump Station Firm Flow**
(Name or Capacity, * (Firm.: pf),
Number) MGD MGD
ClaytonRal 2.52 1.008
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0.344
0.2588
0.6028
0.4052
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: W 30569
Page 1 of 6
FTSE 04- [6

III. Certification Statement:
I 112 + _ 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.
SignIg6cial Signature
Date
Page 2 of 6
FTSE 04-16

4 ESP
Department of Environmental Quality
Division of Water Resources
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
NC Dept of Environmental Quality
GLC' T 0 4 2022
Raleigh Regional Office
RE: Carolina Overlook - Phase 1 - F, G, K
ESP Project: HU53.400
Fast Track Sewer System Extension Application — Cover Letter
October 3, 2022
This application is for a proposed sanitary sewer extension for Phase 1— portions F, G & K
of the Carolina Overlook subdivision located south of Covered Bridge Road and West of
O'Neil Street in the Town of Clayton, Johnston County, North Carolina. The proposed
subdivision consists of 81 single-family residential lots on 48.21 acres. Each single-family lot
is projected to produce a wastewater volume of 250 GPD, resulting in a total wastewater
volume of approximately 20,250 GPD. An 8" gravity line will service the subdivision and will
connect to an existing manhole to the south of the site.
The proposed sewer will consist of the following:
• 8" SDR35 PVC gravity sewer............ 3,803 LF
• Sewer Manholes ............................. 23
Gravity Lateral Connections ............. 81
In addition to this letter, the following items are included in the application package:
1. 2 copies of the Water and Sewer Construction Drawings
2. 2 copies of Construction Drawing Conditional Approval letter — Town of Clayton
3. $480 application fee
4. Fast Track Application (FTA 04-16)
5. USGS Topographic Map
6. Project Vicinity Map
Please contact me if you have any questions or comments.
Sincerely,
ESP Associates, Inc.
J. m Ashbau E, AICP, LEED AP
Direct1919.415.2756
...100 Galvn.iy ('mory RMI , �LuIo 216, N[of rM iRv,
I'lloae:')1[).G78.I0,_0 - I'a.m91J.Gir.i"_'.�=
tc» [%.(.%IrI„ot Iil .cb[sI

September 28, 2022
Pulte Homes
1225 Crescent Green Drive
Cary, NC 27518
Attn: Allen Greene
RE: Carolina Overlook Phase 1FGK
Construction Drawing Conditional Approval
Mr. Greene,
TOWN OF CLAYTON
Engineering Department
11 l E. Second St., P.O. Box 879
Clayton, NC 27528
Phone: [phone]
Fax: [phone]
NC Deft ofrinvironmontal Quality
GC T l 4 2022
Raleigh Regional Office
The Town of Clayton (Town) has reviewed the plan set, "Carolina Overlook Phases 1FGK
Construction Documents, Clayton, Johnston County, North Carolina" submitted on February 3,
2022, consisting of 44 sheets, prepared by ESP Associates, Inc., last revised August 12, 2022,
consisting of 60 sheets. Upon review, it has been determined the above reference plans are
consistent with the Town's Unified Development Code, Manual of Standards, Specifications,
and Design and conditions of approval (if applicable).
Therefore, the above referenced plans are hereby conditionally approved contingent upon the
following items being submitted and approved:
Sewer Extension Permit (including Flow Tracking for Sewer Extension with project
specific information)
❑ Authorization to Construct (water system)
❑ CAD file georeferenced with water and sewer infrastructure on separate layers
❑ Copies of required agency permits/authorizations
o NCDEQ
❑ Payment of the attached Development Fees
o Water/Wastewater System Development Fees
o Nurtient Offset Fees
o Recreation Impact Fees
❑ Mitigation Credit Transfer Certificate (TN buydown letter is part of this packet)
❑ Declaration of Maintenance Covenant and Grant of Protective Easements for
Stormwater Control Facilities
❑ Stormwater Permit Application and Fee ($425/ac)
❑ Stormwater Performance Security (Cost of SCM construction, plus 25%)
0 Erosion Control Permit and Fee ($150/ac)

o State/Federal Permits or approvals
o Financial Responsibility Form - notarized
o Certificate of Insurance (for Grading Contractor)
o Surety: Either a Performance Bond or Letter of Credit (1500/acre rounded to the
nearest half acre)
Upon concurrence by Town staff that all contingency items have been satisfied, the final plan
set will be stamped and signed followed by the issuance of a final construction drawing plan
approval letter.
Be advised, no construction activities shall take place until a final construction drawing plan
approval letter is issued and the executed plans are released for construction by the Town.
Construction shall comply with all applicable federal, state, and local regulations; erosion
control plan approval and permit must be obtained prior to constructiLonifapplicable.
Any modification to the plans, beyond the scope of those indicated above, must be approved
by all review staff prior to incorporation into the final plans. Should the Town, or other
agencies, fail to identify that the plans and/or specifications are not in compliance with a
respective Town ordinance, standard, specification, detail, condition of approval, or that a
comment had not been adequately addressed, whether from lack of discovery or for any other
reason, shall in no way relieve the owner/developer of their obligation thereof, nor obligate the
Town to correct such errors or omissions.
All items contingent on conditional approval must be satisfied within 120 days from the date of
this letter or the project will be considered withdrawn.
Should you have any questions or require any additional information, please contact the
Construction Project Adminsitrator, Michael Worner at [phone].
Sincerely,
Elizabeth Worner
Development Services Coordinator
cc: J. Adam Ashbaugh, PE, ESP Associates, Inc.
Joshua Baird, PE, Engineering Director
Jonathan Jacobs, PE, CFM, Assistant Engineering Director
Michael Worner, Construction Project Administrator
Ben Howell, AICP, CZO, Planning Director
Aaron Prichard, AICP, CZO, Assigned Planner

.
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h

TOWN OF CLAYTON
Engineering Department
1 L 1 E. Second St., P.O. Box 879
Clayton, NC 27528
Phone: [phone]
Fax:[phone]
September 28, 2022
Pulte Homes
1225 Crescent Green Drive
Cary, NC 27518 NC J?°�� o1'nvlr��rs� Q�ailt�►
Attn: Allen Greene
G u 4 �G�2
RE: Carolina Overlook Phase 1FGK
Construction Drawing Conditional Ap�h 'Regional pfce
Mr. Greene,
The Town of Clayton (Town) has reviewed the plan set, "Carolina Overlook Phases 1FGK
Construction Documents, Clayton, Johnston County, North Carolina" submitted on February 3,
2022, consisting of 44 sheets, prepared by ESP Associates, Inc., last revised August 12, 2022,
consisting of 60 sheets. Upon review, it has been determined the above reference plans are
consistent with the Town's Unified Development Code, Manual of Standards, Specifications,
and Design and conditions of approval (if applicable).
Therefore, the above referenced plans are hereby conditionally approved contingent upon the
following items being submitted and approved:
Sewer Extension Permit (including Flow Tracking for Sewer Extension with project
specific information)
❑ Authorization to Construct (water system)
❑ CAD file georeferenced with water and sewer infrastructure on separate layers
❑ Copies of required agency permits/authorizations
o NCDEQ
❑ Payment of the attached Development Fees
o Water/Wastewater System Development Fees
o Nurtient Offset Fees
o Recreation Impact Fees
❑ Mitigation Credit Transfer Certificate (TN buydown letter is part of this packet)
❑ Declaration of Maintenance Covenant and Grant of Protective Easements for
Stormwater Control Facilities
❑ Stormwater Permit Application and Fee ($425/ac)
❑ Stormwater Performance Security (Cost of SCM construction, plus 25%)
❑ Erosion Control Permit and Fee ($150/ac)

o State/Federal Permits or approvals
o Financial Responsibility Form - notarized
o Certificate of Insurance (for Grading Contractor)
o Surety: Either a Performance Bond or Letter of Credit (1500/acre rounded to the
nearest half acre)
Upon concurrence by Town staff that all contingency items have been satisfied, the final plan
set will be stamped and signed followed by the issuance of a final construction drawing plan
approval letter.
Be advised, no construction activities shall take place until a final construction drawing plan
approval letter is issued and the executed plans are released for construction by the Town.
Construction shall comply with all applicable federal, state, and local regulations; erosion
control plan approval and permit must be obtained prior to construction, if applicable.
Any modification to the plans, beyond the scope of those indicated above, must be approved
by all review staff prior to incorporation into the final plans. Should the Town, or other
agencies, fail to identify that the plans and/or specifications are not in compliance with a
respective Town ordinance, standard, specification, detail, condition of approval, or that a
comment had not been adequately addressed, whether from lack of discovery or for any other
reason, shall in no way relieve the owner/developer of their obligation thereof, nor obligate the
Town to correct such errors or omissions.
All items contingent on conditional approval must be satisfied within 120 days from the date of
this letter or the project will be considered withdrawn.
Should you have any questions or require any additional information, please contact the
Construction Project Adminsitrator, Michael Worner at [phone].
Sincerely,
� � t
Elizabeth Worner
Development Services Coordinator
cc J. Adam Ashbaugh, PE, ESP Associates, Inc.
Joshua Baird, PE, Engineering Director
Jonathan Jacobs, PE, CFM, Assistant Engineering Director
Michael Worner, Construction Project Administrator
Ben Howell, AICP, CZO, Planning Director
Aaron Prichard, AICP, CZO, Assigned Planner