WQ0043876_Application (FTSE)_20221005

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State of North Carolina
Department of Environmental Quality
DWR �4C Dept of Environmental Qu:"iitx Division of Water Resources
r•l r� ,. ,..� ST TRACK SEWER SYSTEM EXTENSION APPLICATION
DMsion of Water Resources DU ! U f1 FTA 06-21 & SUPPORTING DOCUMENTATION
Application Nu beeRCgiortal Office (to be completed by DWR)
OL-Xt3
All items must becomaleted or the analication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Chatham Park Investors, LLC (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: Timothy R. Smith per 15A NCAC 02T .0I06(bt
Title. Vice -President
4. Applicant's mailing address: 105 Weston Estates Way
City: CanState: NC Zip: 27513-
5, Applicant's contact information:
Phone number: [phone], Ext. 5 Email Address: robin@t)restondev.com
11. PROJECT INFORMATION:
1. Project name: Commerce Center at Chatham Park
2. Application:`Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.72079' Longitude:-79,137440
5. Parcel ID (if applicable): 95045 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Paul Devlin License Number: 049219
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKenan Drive
City: Cary State: NC Zip: 27511-
Phone number: (91�9 469-3340 Email Address: pdevlin(awithersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Chatham Park Water Recovery Center Permit Number: NCO020354
Owner Name: Clearwater64, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043393 — Section 5.3 Outfall Phase 1
2. Downstream (Receiving) Sewer Information: 8 inch -N Gravity Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Pagel of 5

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VI. GENERAL REQUIREMENTS
l . 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: DEVI been attached?
® Yes ❑ No ❑ NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA 'POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
[—]Yes [—]No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool/ day care ❑ Medical/ dental i veterinary facilities ❑ Swimming PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses! offices! factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater : % Domestic % Commercial 100 % Industrial (See 15A NCAC 02T .0.103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under I SA NCAC 02T .01 14to? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow '°
No. of Units
Flow
Warehouse
1600 gal/day
1
1600 GPD
gall
GPD
gal!
GPD
gal.'
GAD
gal/
GPD
gal.`
GPD
Total
1600 GPD
a See 15A NCAC 02T .01 14(b}_ (dJ,.LeJIJ and (e)J2) 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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ GPD (per 15A15A N AL02T_.01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

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V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
33 V
SDR35 PVC
8"
474'
SDR26 PVC
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section HI contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VI11. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationslForce Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T _0305(h1( I ):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T,0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & ? .[,,, Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 I I impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(0 or (A see Section X.I of this application
* 15A NCAC 02T.0305(l contains alternatives where separations in 02T,0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpa, e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N :A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ®N?'A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft seVaration requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. is the project located in a river basin subject to any State buffer rules? ®Yes Basin name: Haw River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I M NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage.'authorization under a 404 Nationwide! individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numbWpermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 1.5A NCAC 02T.0105(c)(6) (additional permits,'certifications)? ® Yes ❑ No
Per I A N(:At�_l}2T.0105(cl(6}, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per I M NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

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X. CERTIFICATIONS:
1. Does the submitted system comply with i 5A NCAC 02T, the Minimu 1 I sign Crileris for the Pcrmittirig of Nmp $rations
and Force Mains (latest version). and the _C1jAAV Scwcr Minimum Design Criteria (Pas sE.v_crsion) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. ApprQ I of the request will be Issued
concurrently th the approval of the Permit, and pro ects requiring a variance approval may be sub ect to longer
review times. For Projects reguiring 112 or more variances or where the variance is det rmin b the Division to be a
significant vortion of the ect the full technical review is re ulred.
2. Professional Engineer's Certification:
I, _ Paul Devlin. P.E. attest that this application for Commerce Center at Chatham Park
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
i►Iinirntarrt Design { ritcria forL;ray. y Sewers ilatest version), and the Minimum Qa$iZ .�ritgris for the Faal-Track Permitting
ovum Stations and Force 1� sties €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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: °0°°6"(N C q O°OOO°°
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3, Applicant's Certification per 15A NCAC 02T .0106(b): D686FCDE6B04494
I, Timothy R. Smith , attest that this application for Commerce Center at Chatham Park
(Signature Authonty Name from Application Item U ) (Project Name from Application Item It.1)
attest that this application 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. 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/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.ZJ5 6 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: _ 1,,4� [ JF
a]atc: 7iz ��
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
NC Dept of Environmental Quality Department of Environmental Quality
Division of Water Resources
.- — .. , - 2022
Dlvlslon of Water Resources Flow Tracking for Sewer Extension Applications
Raleigh Repinnal nmee
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors, LLC
Project Name for which flow is being requested: Commerce Center at Chatham Park
More than one FTSE may be required far a single project if the owner of the WWTP is not responsible for all pump
stations along the route of flee proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Chatham Park Water Recovery Center
b. WWTP Facility Permit #: NCO020354
All flows are in MGD
c. WWTP facility's permitted flow 0.499
d. Estimated obligated flow not yet tributary to the WWTP 0.23857
e. WWTP facility's actual avg. flow 0.01 *Only one month of
data available
f. Total flow for this specific request 0.0016
g. Total actual and obligated flows to the facility 0,25017
h. Percent of permitted flow used 50.13%
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 Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flow**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm! pf),
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Section 5.3 Outfall
Downstream Permit Number: WQ0043393
Page I of 6
FTSE 10-18

III. Certification Statement:
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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Title of Signing Official
9- z 7 z z
Date
Page 2 of 6
FTSE 10-18

■r WithersRavenel
4■ Our People, Your Success,
October 4, 2022
Department of Environmental Quality
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Commerce Center at Chatham Park - Tract B3
To whom it may concern,
'NCJDept Of Environmental Qpal It)
GC T 115 2022
Raleigh Reg' Aff?ce
On behalf of the Chatham Park Investors, LLC, please find the attached documentation in support of a Fast
Track Application (FTA 06. 21) for the referenced project. As noted in the application, this project will consist
of 805' of 8" PVC that will serve the Commerce Center at Chatham Park development site.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The
daily design flow rate for this project is calculated at 16,000 GPD based on NCAC 2T Rules for wastewater
flow rates and the anticipated flow from the Light Industrial Warehouse use. The proposed sanitary sewer
line sizes are more than adequate to convey the design flow rates.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 06-21)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
• USGS Map
• Street Level Map
• $480 Check for payment of Application Fee
• Allocation Letter
If you have any questions regarding this request or if you require any additional information, please feel free
to contact me at 919.500.1122 or [e-mail].
Sincerely
WithersRavenel
Wade J. Pudwill, ASLA, LEED GA
Client Manager
115 MacKenan Drive t Cary. NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Cary j Greensboro I Pittsboro i Raleigh I Wilmington

;:WithersRavenel
Our People. Your Success.
July 28, 2022
Theresa Thompson
Planning Director
Town of Pittsboro
635 East Street
Pittsboro, NC 27312
NC DePr of Environmental Quality
RE: Sewer Allocation Request - Chatham Park Commerce Center Tract B3
WR Project No. 02210025.01
Dear Ms. Thompson:
Raleigh Rcbional Office
On behalf of Mackenan Property Group, we are providing this sewer allocation request in the
amount of 1,600 GPD for the proposed Chatham Park Commerce Center project located near
the intersection of US 64 Business and Eubanks Road. Our specific request is in accordance with
15A NCAC 02T .0114 "Wastewater Design Flow Rates" and uses "Businesses, offices and
factories: Warehouse" to determine daily flow based on the number of proposed loading bays. A
breakdown for this request is as follows.
Information Center:
Use Flow Factor Total (GPD) Build -Out
Warehouse 100 gal/loading bay @ 16 1,600 December 2023
Total: 1,600 GPD
We trust this information will allow Town staff to forward this request to the Board of
Commissioners for action. Please let us know if you need any additional information or have any
questions regarding this matter and thanks for your continued assistance.
Sincerely,
Paul Devlin, PE
Project Engineer
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WithersRavenet
Our People. Your Suaess.
PROJECT INFORMATION
Project Name: Chatham Park Commerce Center
Location: Eubanks Rd (S.R. 1572) / Tract B3
Developer: MacKenan Property Group
SITE DATA
Proposed Use: Light Industrial / Flex / Warehouse
Site Area: 6.70 Acres
CONTACT INFORMATION
Devloper:
MacKenan Property Group
315 N. Academy Street
Cary, NC 27513
Engineer / Contact
WithersRavenel / Wade J Pudwill
137 S. Wilmington St. Suite 200
Raleigh, NC 27601
NC Dept of ]Environmental QualitN
L, L � U D 2022
Raleigh Regional office
115 MacKenan Drive I Cary. NC 27511
t: 919.469,33401 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville { Cary I Charlotte I Greensboro I Lumberton I Pittsboro I Raleigh I Southern Pines I Wilmington

::WithersRavenel
Our People. Your Success
115 MacKenan Drive
' Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008
TO: NCDEQ - Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
®Attached
WE ARE SENDING
YOU THE ❑Shop Drawings
FOLLOWING
ITEMS: ❑Copy of Letter
Letter of Transmittal
❑Under Separate Cover Via ___________________________________
❑Prints ®Plans ❑Samples ❑Specifications
❑Change Order ❑Disk ®Other_______________ _
•P
1
•
Cover Letter
1
$480 Check for payment of Application Fee
1
Fast Track Sewer System Extension Application (FTA 06-21) + Attachment
1
Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
1
USGS Map
1
Street level Map
1
Allocation Letter
1
Thumb Drive with All Submittal Documents
THESE ARE TRANSMITTED as checked below:
®For approval ❑Approved as submitted ❑Resubmit -------copies for approval
❑For your use ❑Approved as noted ❑Submit _______copies for distribution
❑As requested ❑Returned for corrections turn ---------corrected prints
NC Dept of jn�iiw=cntal u
® For review and comment ❑Other
------------------------------------
❑FOR BIDS DUE ----------------------OCT o 5---
2022 ❑PRINTS RETURNED AFTER LOAN TO US
------------------------
REMARKS: R*t&R40md0ffiW
Jessica Watson Wade Pudwill
COPY TO: =wat on(d-withersravenel_com SIGNED: —[e-mail]
QA/QC-.
If enclosures are not as noted, kindly notify us at once.