WQ0044783_Application (FTSE)_20231117

DocuSign Envelope ID:OB779BF4-EA4B-400E-BO32-98F929D69AEC
State of North Carolina
NC Dept.of Environmental Quality Department of Environmental Quality
Nov 17 2023 Division of Water Resources
DWR Raleigh Regional Office
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: W00044783 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. 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/Robin Rose per 15A NCAC 02T.0106(b)
Title:Vice-President/Agent
4. Applicant's mailing address: 105 Weston Estates Way
City: Caa State:NC Zip: 27513-
5. Applicant's contact information:
Phone number: [phone],Ext. 5 Email Address:robinkprestondev.com
II. PROJECT INFORMATION:
1. Project name: Chatham Park Commerce Center—Tract B5
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: 35.7212' Longitude: -79.1365'
5. Parcel ID(if applicable): 61066(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Paul Devlin,PE License Number: 049219
Firm:WithersRavenel,Inc.
Mailing address: 137 S.Wilmington Street, Suite 200
City:Raleigh State:NC Zip: 27601-
Phone number: [phone] Email Address:pdevlin&withersravenel.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): WQ0043876
2. Downstream(Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Page 1 of 5

DocuSign Envelope ID:OB779BF4-EA4B-400E-B032-98F929D69AEC
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?
❑Yes ❑No ®N/A
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.0115(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/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: %Domestic %Commercial 100%Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect? ❑Yes❑No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑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 a,b No.of Units Flow
Warehouse 100 gal/loading bay 25 2,500 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 2,500 GPD
a See 15A NCAC 02T .0114(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 .0114(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project?'Soo GPD(per 15A NCAC 02T.0114)
➢ 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

DocuSign Envelope ID:OB779BF4-EA4B-400E-BO32-98F929D69AEC
VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 150 SDR26 PVC
8 325 SDR35 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force 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: 0Longitude: - °
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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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

DocuSign Envelope ID:OB779BF4-EA4B-400E-BO32-98F929D69AEC
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)&(g)? ®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
2Water 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-I waters of Class I or
Class II 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(f)or(g), see Section X.1 of this application
*15A NCAC 02T.0305(g)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 webnage
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 separation 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 15A NCAC 02B .0200? ®Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑Yes ®No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. 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 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 15A 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

DocuSign Envelope ID:OB779BF4-EA4B-400E-B032-98F929D69AEC
X. CERTIFICATIONS:
1. Does the submitted system comply with I SA 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and Projects reguirine a variance approval may be subject to loneer
review times.For projects requirine two or more variances or where the variance is determined by the Division to be a
significant portion of the Project,the full technical review is required.
2. Professional Engineer's Certification:
1, Paul Devlin.PE ,attest that this application for Chatham Park Commerce Center-Tract B5
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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,
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.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)
i
ocuSigned by: o0
North Carolina Professional Engineer's seal,signature,and date: �o°°°
D66BFCDE_6B04494... 1/9 l o
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Tim R. Smith -attest that this application for Chatham Park Commerce Center-Tract B5
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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. 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: 9 - I Z-7-21
FORM: FTA 06-21 Page 5 of 5

StAk-ot h!C>arAliAkntal Quality
Department of Environmental Quality
DWR Division of Water Resources
Mvlslon of Water Resources Flow Tracking for Sewer Extension Al lications
(FTSE 10-18)
Entity Requesting Allocation: Chatham Park Investors, LLC
Project Name for which flow is being requested: Chatham Park Commerce Ctr Tract B5
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 the proposed wastewater flow.
1. 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
Al!flows are in MGD
c. WWTP facility's permitted flow 0.499
d. Estimated obligated flow not yet tributary to the WWTP 0.251190
e. WWTP facility's actual avg. flow 0.01
f. Total flow for this specific request .0025
g. Total actual and obligated flows to the facility 0.26369
h. Percent of permitted flow used 52.84%
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!po, 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): Commerce Center at Chatham Park
Downstream Permit Number: WQ0043876
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Tim Smith 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 11 plus all attached planning assessment addendums for which 1
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.
cf. 2. -Z 5 —
Signing tci l gnat a Date
Title of gnin�i Official
g ..�
Page 2 of 6
FTSR 10-1R

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
%and MGD of the Available Capacity(E) in Pump Station
;and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ;and/or
d. The following applies:
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.
Signing Official Signalure Dale
Page 3 of 6
FTSE 10-18

NC Dept.of Environmental Quality
Nov 17 2023
v Raleigh Re ' nal Office
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%1 Withers Rave n e t NC Dept of Environmental Quality
Our People,Your Success
September 29, 2023 SEP 2 9
North Carolina Department of Environmental Quality Raleigh Regional Office
Raleigh Regional Office - Water Quality Section
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Chatham Park Commerce Center -Tract 135 - Chatham County, North Carolina
To whom it may concern,
On behalf of MacKenan Property Group, 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 475LF of 8" PVC that will serve at the Chatham Park Commerce Center -
Tract B5 development site in Chatham County, North Carolina.
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 2,500 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
• Aerial Location Map
• $480 Check for payment of Application Fee
If you have any questions regarding this request or if you require any additional information,
please feel free to contact me at 919-238-0432 or [e-mail].
Sincerely,
WithersRavenel
Paul Devlin, PE
Project Manager
137 South Wilmington Street, Suite 200 I Raleigh, NC 27601
t: 919.469.3340 I f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh 1 Southern Pines I Wilmington

DocuSign Envelope ID,67B576A8-F90C-4E80-80DB-61784188CF07
NC Dept of EnvironrlelitalQualhy
�mg WithersRavenel SEP 2 9 2023
July 13, 2023
Raleigh Regtonal MCC
Randy Cahoon-Tingle
Planning Director
Town of Pittsboro
635 East Street
Pittsboro, NC 27312
RE: Sewer Allocation Request - Chatham Park Commerce Center Tract B5
WR Project No. 02210025.00
Dear Mr. Cahoon-Tingle:
On behalf of Mackenan Property Group, we are providing this sewer allocation request in the
amount of 2,500 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 @ 25 2,500 September 2024
Total: 2,500 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 o«asgnVa9+1°°°°°°°°°°
' ° CARS°°°
D °
Project Engineer �'�O°° ° SS/p°�/
Withi=i :)rtcivenel ° �� SEAL �r °°
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137 South Wilmington Street, Suite 200 Raleigh, NC 27601
t: 919.469.3340 1 f: 919A67,6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

1% WithersRavenet Letter of Transmittal
Our People.Your Success NC Dept of Envirom-rental Qtialit.
137 South Wilmington Street, Suite 200
Raleigh, NC 27601 SEP 2 9 2023
t: 919,469.3340 1 f. 919,467.6008
• 09/29/2023 ••• Rlgtoi all JfCG
• NCDEQ-Division of Water Resources
TO: NCDEQ- Division of Water Resources
3800 Barrett Drive Chatham Park Commerce Center Tract 135
Fast Track Sewer System Extension Application
Raleigh, NC 27609
WE ARE SENDING YOU THE FOLLOWING ITEMS-
❑ Attached ❑ Under Separate Cover Via
❑ Shop Drawings M Prints M Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Disk ® Other
71
1 Cover Letter
CPCC Tract B5 Sewer Allocation
1 FTA-06-21 Application
1 FTSE-10-18 Application
1 Street Level Map
1 USGS Map
1 Check for Application Fee of$480
THESE ARE TRANSMITTED as checked belov,
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
® For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Brittany Jefferys-Bell Paul Devlin,PE
COPY TO: bjefferysL.withersravenel.com SIGNM [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as rioted,kindly notify us at once.

DAS
OrderTracking I D: 703,092923
COURIER & LOGISTICS
OrderTrackingID 703.092923 RefNo 02210025.00 KAP
Ordered By Kristin Perry RefNo2 CPTract B5 FT55 Ext App
Phone [phone] RefNo3
Round-Trip N _ RefNo4
Spec Instr Pkg.details 1
Order Date 09/29/2023{12:30] Weight 1.00
Pkkup Date 09/29/2023 12:29-09/29/2023 14:29 Service Standard SameDay
Delivery Date 09/29/2023 12:29-09/29/2023 15:29 Vehicle Car
Pickup Delivery
WithersRavenel NCDEQ-Raleigh Regional Office
115 Mackenan Dr 3800 Barrett Dr
Cary,NC 27511 Raleigh,NC 27609
Contact: Knst n Perry/Pam Thompson Contact:
Phone: [phone]
Phone: [phone]
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40- WithersRavenel
Oil Our People.Your Success.
November 17, 2023
NCDEQ
Division of Water Resources - Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: Chatham Park Commerce Center-Tract B5
Fast Track Sewer System Application Review#1
WR Project No.02210025.00
To whom it may concern,
We are writing this letter in response to comments dated October 23, 2023. Each of the comments are
repeated below,followed by our response.
NCDEQ
Elaine Wild, [e-mail].,qov, 919.791.4254
1. Section VI.8. is not completed, please fill out completely and resubmit.
Section VI.8 is now completed as required.
2. The topographical and aerial maps submitted are not sufficient. According to Section F of the
Application Instructions, the 8.5-inch x 11-inch color copy of a USGS Topographic Map and aerial
map need to clearly identify the project area, including the closest surface waters, general location
of the gravity sewer, pumpstations,and force mains,and the downstream connection points for the
receiving sewer. Please provide the required maps according to the application requirements.
The USGS topographic map and street level map are now revised to show the parcel and general
proposed and existing sewer locations.
Sincerely,
WithersRavenel
4�J`Yz�
Paul Devlin, PE
Project Manager
137 South Wilmington Street,Suite 200 1 Raleigh, NC 27601
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

;0 WitheFsRavenel Letter of Transmittal
Our People.Your Success.
137 South Wilmington Street, Suite 200
Raleigh, NC 27601
t: 919.469.3340 1 f: 919.467.6008
11/17/2023 "• • 02210025.00
Elaine Wild
TO: NCDEQ-Division of Water Resources Chatham Park Commerce Center Tract B5
3800 Barrett Drive Fast Track Sewer System Extension Application
Raleigh, NC 27609 Submittal#2
WE ARE SENDING YOU THE FOLLOWING ITEMS:
❑x Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Disk ❑x Other
1 Comment Response Letter
1 FTA-06-21 Application - Revised
1 Street Level Map Revised
1 j USGS Map Revised
THESE ARE TRANSMITTED as checked below:
❑x For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑x For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Brittany Jefferys-Bell Paul Devlin, PE
COPY TO: [e-mail] SIGNED: [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as noted,kindly notify us at once.

From: Jeffervs-Bell,Brittany
To: Wild, Elaine
Cc: Glenn,David; Devlin.Paul;tim(alprestondev.com; Robin Rose
Subject: [External]FW:Chatham Park Commerce Center-Tract 135 NCDEQ Sewer Submittal Update
Date: Friday,November 17,2023 4:33:01 PM
Attachments: imaae006.Dna
imaae007.Dna
imaae010.Dna
imaoe012.Dna
imaae014.Dna
imaae016.Dna
imaae018.Dna
imaae001.Dna
imaae002.Dna
imaae003.Dna
imaae004.Dna
imaoe005.Dno_
Importance: High
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Good afternoon Elaine,
Hope you are doing well. Please see the Sharefile link below for the updated files that addresses the
comments from your previous email. Please let us know if you have any questions.Thanks so much.
https://withersray.sharefile.com/d-sab8ffe56a3bl4db49e7359ce8f5fa9f6
1r Brittany Jefferys-Bell
PROJECT COORDINATOR I
t:919.469.3340 d:919.678.3847 Cary,NC WITH ERSRAVENEL.COM
From: Wild, Elaine<elaine.wild(@deq.nc.gov>
Sent: Monday, October 23, 2023 1:13 PM
To: timPprestondev.com; robin(@ prestondev.com; Devlin, Paul <pdevlin(@withersravenel.com>
Subject: [EXTERNAL] Chatham Park Commerce Center-Tract 135_Additional Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Hello Tim, Robin, and Paul,
After reviewing the Fast Track Sewer System Extension Application for Chatham Park
Commerce Center- Tract B5, additional information is required in order to further process the
application. Please provide the following information by November 22, 2023, and note that
the requested information must be submitted within 30 days of this request, or the applicant
will be required to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1. Section V1.8. is not completed, please fill out completely and resubmit.

2. The topographical and aerial maps submitted are not sufficient. According to Section F of the
Application Instructions, the 8.5-inch x 11-inch color copy of a USGS Topographic Map and
aerial map need to clearly identify the project area, including the closest surface waters,
general location of the gravity sewer, pumpstations, and force mains, and the downstream
connection points for the receiving sewer. Please provide the required maps according to the
application requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees,Section 12.14(a)].
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov
u.wnk.,a tn.imnienu w.i.�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.