WQ0041851_Permit (Application Amendment)_20230314

DW'R
Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: �Q i g i MO0 6-
by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Pittsboro (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Kent Jackson. PE per 15A NC'AC 02T .0106(hl
Title: Town Engineer
4. Applicant's mailing address: 480 Hillsboro St - Suite 400
City: Pittsboro State: NC Zip: 27312-
5. Applicant's contact information:
Phone number: (2_U9 533-5481 Email Address: kiackson@,Dittsborone.gov
11. PROJECT INFORMATION:
1. Project name: Northwood - MUPD
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0041851 and issued date: 09/03/2020
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: 35.753385" Longitude:-79.168053"
5. Parcel ID (if applicable): 6723 (or Parcel ID to closest downstream sewer)
I1I. CONSULTANT INFORMATION:
I. Professional Engineer: Joseph M. Craig License Number: 034332
Firm: CE Groun, Inc.
Mailing address: 301 Glenwood Avenue - Suite 220
City: Raleigh State: NC Zip: 27603-___
Phone number: [phone] Email Address: Mitch(a)CEGroupinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Pittsboro Wastewater Treatment Facility Permit Number: NCO020354
Owner Name: Town of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
L Permit Number(s): WQ0010602
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21
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 Uevelq e:'s opqrational A r m RM,. DEV been attached?
❑ Yes [-]No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an I I0APOA OperationaI Agreement (FORM: HOA f and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® NIA
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 i day care ❑ Medical! dental 1 veterinary facilities ® Swimming Pool/Clubhouse
® Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses 1 offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic _% Commercial . % Industrial (See 15A NCAC 021 ,0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[] No
6. Has a flow reduction been approved under I$A NCAC 021.01 14[i ? ® Yes ❑ No
➢ If yes, iprovide a cogy of flow reduction approval letter with this almlication
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow s6n
No. of Units
Flow
See Attached
gal;`
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal]
GPD
gall
GPD
70111
61,354 GPD
a See 15A NCAC 02T ,(T14.(b),d), [e}IJltd 1e1f21 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: 61,354 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

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
4,773
DIP
8
1,428
PVC
➢ Section 11 & Ill 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: Northwood MUPD Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.756685' Longitude:-79.168053'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.61 millions gallons per day (firm capacity)
➢ This should reflect the total GPM ford a pump station with the largest pump out of service. Sep-
4. Operational point(s) per pump(s): 39 gallons per minute (GPM) at-65 feet total dynamic head (TDH) A44 +_6411
5. Summarize the force main to be permitted (for this Pump Station):
— C4
Size (inches)
Length (feet)
Material
6
994
PVC
3
504
C900 PVC
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.1.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(hIt 11:
® 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

IX. SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/altematives found in I SA NCAC.027' _O,gJ{J { ? ® 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 II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 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)
to 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.03QNf or (" see Section X.I of this application
* 15A NCAC 02T.0305 contains alternatives where separations in 02T.{1 05 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 C.S.orl a Water Classiflcarin .1 we t
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/seated by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NSA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft sepnrat iurn 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: Jordan ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I SA NCAC. 02B .0200? ® Yes []No
➢ This includes Trout Buffered Streams per 15A NCAC 211.0202
S. 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 I SA NCAC 02T.0105(c�t6) (additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC Q2_J.4LOStcX§1 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 . {,:A 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

X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02T, the Minimum Desi n..Criteris for the Permittin of Pum 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 VariancelAltertative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Attnroval of the request will be issued
concurrently with the anttroval of the oermlijind Rrolech rrrguirlay a vlirtenee an»rovi,l moy be IRWW to lonat'r
review times. For ttroiecls reauirine two or more variances or where the variance is determined by the„Division to be a
Significant ..onion of the Project, the full technical review is required.,
2. Professional Engineer's Certification:
I. J O tIF-4t M . LI$AIG , attest that this application for 4g o1upic It, — Mott, _
(Professional Engineer's name from Application Item 1[[. 1.) (Project Name from Appltcatton 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,
Minimum Design Criteria _fo Gravity SrW&rs (latest version), and the Monim M Design Criteria for the F11t-Track Permitting
of Pumg Stgtjans and Eorce Mains (latr&t version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 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 S 10,000, as well as civil penalties up to S25,000 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Kent Jackson Northwood MUPD - Phase 1
,attest that this application for
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item It. t )
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. 1 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 143-215,60, 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 S25,000 per violation.
4�_
Signature:
Date:
12/08/2022
FORM: FTA 06-21 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
�,M.
Division of Water Resources
DIvIsion of Wmes Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Pittsboro
Project Name for which flow is being requested: Northwood MUPD
More than one ME may be required for a single project tf the owner of the WWTP k not responsible for all pump
stations along the mute of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Pittsboro WWTP
b. WWTP Facility Permit #: NC0020354
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are In MGD
0.75
0.142
0.5029
0.061354
0.706254
94.17%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations Iocated between the project connection point and the WWTP:
(A)
(B) (C) (D)-M+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 1 pt),
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): Town of Pittsboro WWTP
Downstream Permit Number: NC0020354
Page 1 of 6
FTSE 10-18

111. Certification Statement:
I Kent Jac so, PE __ _ _ 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 H 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.
SiFln-k Oj rcial Signature
-e`. --
Title of Signing O Jcial
Date
Page 2 of 6
FTSE 10-18

CE GROUP
February20, 2023
NCDEQ/DWR
Water Quality Section
Fast Track Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: Northwood MUPD — Phases 1 & 2
Sanitary Sewer Extension Modification #3
Please find attached the following information for the requested extension permit:
- Application Fee: $480
- Fast Track Sewer System Extension Application (FTA 06-21)
- Flow Tracking/Acceptance Form (Form: FTSE 10-18)
- USGS Topographic Map
- Vicinity Map
- Final Permit for Northwood (Modification #2)
- Existing Downstream Permit
- Approved Bulletin Drawing #3 (Approved 4/8/2022)
- Residential Flow Reduction Approval (Dated 9/30/2022)
- Technical Specifications (Remains unchanged from original permit —hard copies not included}
- Lift Station Calculations (Remains unchanged from original permit hard copies not included)
- Electronic CD (Above Info)
The above information is provided as required for processing of the requested permit application for Northwood MUPD —
Phase 1 & 2 Infrastructure plans, consisting of fifteen (15) proposed residential and commercial lots. This submittal is to add
1,428 LF 8" PVC and 87 LF 8" DIP gravity sewer as well as 504 LF 3" C900 sanitary sewer forcemain to the existing permit. The
permit application includes all components, new and old. We are also requesting an increase in the generated wastewater to
account for Lots #5 & #9 as well as adding flow to Lot #15 to account for 112 1-bedroom,164 2-bedroom and 36 3-bedroom
apartments in accordance with the flow reduction letter dated 9/30/2022 (attached) as well as 1,000 GPD for the Amenity for
the apartments. The estimated Daily Design Flow is listed in the calculations as 120,000 GPD. The site will require a lift station
to connect to the existing forcemain on the east side of 15-501, the calculations for which have already been approved.
Respectfully Submitted,
CE Group, Inc.
Mitch Craig, PE
Princlpal/Project Manager
301 Glenwood Avenue I Raleigh, NC 27GO3 1 (019) 3G7-8790 I www.cegroupnc.com

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NC Dept of Environmental Quality
DEC - 6 2022
Raleigh Regional Office

ROY COOPER
covemor
ELIZABETH S. BISER
Secretary
RICHARD E_ ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
September 30, 2022
Mr. Kent Jackson, P.E., Engineering Director
Town of Pittsboro
635 East Street, P.O. Box 759
Pittsboro, NC 27312
Subject: Residential Flow Reduction Approval
Pittsboro Collection System (WQCS00146)
Town of Pittsboro
Chatham County
Dear Mr. Jackson:
NC Dept of Environmental Quality
DEC - 6 2022
Raleigh Regional Office
On August 25, 2021, the Division of Water Resources (Division) received a request for an
adjusted daily sewage flow rate (flow reduction) that would apply to all permitted but not yet
tributary residential connections and all future residential connections within the Town of
Pittsboro service area. Additional information was requested by the Division and was received
on March 23, 2022 and September 23, 2022.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request, and
based on the data submitted, the Division hereby approves for use by the Town of Pittsboro an
adjusted daily sewage design flow rate with the following conditions:
• The flow reduction is applicable to residential multi -family dwellings only.
• The minimum flow for 1- and 2- bedroom dwellings shall be 144 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 72 gallons
per day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to the Town of Pittsboro collection system (WQCS00146).
Future sewer extension applications should be made using the flow reduction amount stated
above. All other aspects of the permitting process remain unchanged, and all applications must
be in compliance with the statutes, rules, regulations and minimum design criteria as certified by
the owner and engineer.
r D Q
North Carolina Department Of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mad Service Center I Raleigh, North Carolina 27699-161 1
919.707.901N9

Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater
flows exceed the effluent limits defined in the permit for the treatment facili , or exceed the
capacity of the sewers downstream of any new sewer extension or service connection(s).
In accordance with 15A NCAC 02T .0114(f), the Division periodically requires reassessment of
wastewater flow data associated with the collection system or the receiving wastewater treatment
plant as applicable to confirm the suitability of the approved flow reduction value. The Town of
Pittsboro shall submit documented, representative data in accordance with 15A NCAC 02T
,0114 1 A-Hprior to March 31 2029. Failure to submit the required data by this date will
result in this flow reduction approval letter becoming null and void. Upon review of the data, the
Division shall either reapprove, modifyogrant reapproval for the previously !Ipproved flow
reduction value.
The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes in State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters,
and/or wastewater treatment.
If you have any questions, please contact Charlie Miller, P.E. at [phone] or by email at
Chart ie.MiI1er ,--.ncdenrZov.
Sincerely,
E
���y ��, +r.vsAc Wh53143t644FE
for Richard E. Rogers, Jr.
Director, Division of Water Resources
by Michael Montebello
NPDES Branch Chief, Division of Water Resources, DEQ
CC: Mitch Craig, P.E., CE Group, Inc. (mitch(a cegroupinc.com)
Morgan DeWitt, P.E., Town of Pittsboro (mdewitt;u,pittsboronc.gov)
Raleigh Regional Office, Water Quality Regional Operations
Municipal Permitting Unit (electronic copy)
D a Q5
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 1 1611 Mail Service Center I Raleigh, North Carolina 27699- 1611
919.707.9000

Kurtz, Cassid
From: Kent Jackson <[e-mail]>
Sent: Tuesday, March 14, 2023 9:32 AM
To: Mitch Craig; Kurtz, Cassidy
Cc: Dewit, Morgan; Robinson, Jason; Joe Faulkner, Mark Ashness; Jacob Hudson
Subject: RE: [External] RE: Northwood MUPD modification *3 - Fast Track Sewer Extension
Application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mitch/Cassidy, no objection to this plan. I did note that the Fuel Canopy GPD appears to be from the Service Station/Gas
Station values in 2T; this in my estimation is not a direct comparison, a typical service station would have much more
restroom use. I'm ok with the FTSE revision since it is more conservative.
Establishment Type (see 02T.0114(f))
Daily Design Flow
Number of Units
Flow
02/16/
Fuel Center Kiosk
250 gal/plumbing fixture
2
25 GPD
Grocery
130 gal/1,000 sf
50,800 sf
2,203 GPD
Stores with Food Service
130 gal/1,000 sf
8,400 sf
1,100 GPD
Restaurant (Single Service Articles)
20 gal/seat
88 seats
1,760 GPD
Stores w/o Food (Retail)
100 gal/1,000 sf
6,636 sf
664 GPD
Carwash
Actual Similar Flow
2,200 GPD
1-Bedroom Apartment
144 GPD/Unit
112
16,128 GPD
2-Bedroom Apartment
144 GPD/Unit
164
23,616 GPD
3-Bedroom Apartment
216 GPD/Unit
36
7,776 GPD
Amenity
10 Gal/Person
100
1,000 GPD
Total
56,472 GPD
Thanks,
Kent Jackson, PE
Engineering Director
Town of Pittsboro
PO Box 759
287 East St, Suite 221-A
Pittsboro, NC 27312
Phone: [phone]
[e-mail]
httrd/uittsboronc.gov
22

Disclaimer: Pursuant to the Freedom of Information -Privacy Acts (F01PA) and North Carolina General Statutes
Chapter 132, Public Records; this electronic mail message and any attachments hereto, as well as any electronic mail
message(s) sent in response to it may be considered public record and as such subject to request and review by
anyone at any time.
From: Mitch Craig <[e-mail]>
Sent: Monday, March 13, 2023 11:08 AM
To: Kurtz, Cassidy <[e-mail]>
Cc: Kent Jackson <[e-mail]>; Morgan DeWit <[e-mail]>; Robinson, Jason
<[e-mail]>; Joe Faulkner <[e-mail]>; Mark Ashness <[e-mail]>;
Jacob Hudson <[e-mail]>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Kent,
When you get a free moment, could you please respond to Cassidy so that we can get this modification approved?
Thanks,
Mitch
MITCH CRAIG, PE
PROTECT MANAGER
. 25
CE GROUP
301 Glenwood Avenue, Sulbe 220
Raleigh, NC 27603
Phone: [phone] e4108
Cell: [phone]
www.oecroupinc.com
US Green Building Council Member
From: Kurtz, Cassidy <Cassidy.Kurtz @ncdenr,gov>
Sent: Friday, March 10, 2023 11:30 AM
To: Mitch Craig <[e-mail]>
Cc: Kent Jackson <kiackson@pittsboronc.g-ov>; Dewit, Morgan <mdewit ittsboronc. ov>; Robinson, Jason
<[e-mail]>; Joe Faulkner <ioe CEGROUPINC.COM>; Mark Ashness <[e-mail]>;
Jacob Hudson <'ai [e-mail]>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Hi Mitch,

Since we haven't issued the updated permit yet, the upcoming permit can be issued to reflect the pump station change
to 395 gpm in the permit. With that said, we'll need confirmation from the applicant (via an email response) that they're
ok with this change, and that will be the final piece we need to issue the modification (we have everything we've
previously asked for at this point).
Thanks!
Cassidy
Cassidy Kurtz
Engineer
Raleigh Regional Office
Water Quality Regional Operations
NC DEQ 1 Division of Water Resources
Office: [phone]
cassidv_ kurtzO-ncdenr. pov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mitch Craig <[e-mail]>
Sent: Friday, March 10, 202310:45 AM
To: Kurtz, Cassidy <Cassid . Kurtz@ ncdenr. ov>
Cc: Kent Jackson <[e-mail]>; Dewit, Morgan <mdewit ittsboronc. ov>; Robinson, Jason
<'ason.t.robinson ncdenr. ov>; Joe Faulkner <ioej2CEGR0UPINC.00M>; Mark Ashness <[e-mail]>;
Jacob Hudson <iacob CEGROUPINC.COM>
Subject: FW: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Cassidy,
I left you a voicemail earlier this week but I know you are busy and probably haven't had time to even think about it.
think that you have everything that you need in order to issue the permit modification. Please confirm.
However, the voicemail I left you stated that we were going to need to modify the permit again soon due to the test
results of the pump station being more than a 5% increase/decrease from the current permit, so I will not be able to
certify the pump station without modifying the permit again first.
My question to you is, since this is a simple change, would it be best to capture it on this permit modification or wait and
do another one? I need to get this permit modification soon so that I can get the Contractor for the Lot #15 Apartments
going on the construction, so if this is only a few days delay, I think we should make it happen with this modification. If
it is going to be a few weeks delay, I would request an approval of this modification and then I will submit another one
for the pump station information.
Based on the startup test on Tuesday, the pumps were running at 405 and 400 GPM.

Included in this email is the following information based on the installed pump(s):
1. Sulzer Data Sheet reflecting 395 GPM at 153' TDH
2. Current Condition Comparison to Model reflecting 395 GPM at 153' TDH
3. Future Condition Comparison to Model reflecting 390 GPM at 155' TDH
The selected pump and impeller operates closer to the Best Efficiency Point (based upon field test).
Below is a screenshot of the portion of the application that will need to be revised in order to certify the station.
N III. PUNIP STATION DE SIGN* CRITERLA (If Applicable)— .0303 & M.RC 113M Walr re
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN T
Pump station number or name- Northwood MUPD Lift %aU22
2 Approximate Coordinates (Decimal Degrees)- Latitude: 35 756685' Longitude--79.1690530
3 Total number of pumps at the pump station_
3 Design flow of the pump station- Mmillions gallons per day (firm capacity)
4
IV This should reflect the total GPM for the pump station with the largest pump out of sm-tce
Operational pomXs) per pump(s) _ gallons per minute (GPM _ feet total dynanuc head (TDH)
Summarize the force main permitted (for this Pu ation):
k--�
! 5 3' TDH
Sfze (fnc
Length (feet)
1llaten-ial
6
994
PVC
3
504
C900 PVC
If any portion of the force main rs less than 4- utchcs in diameter. please identify the method of solids re
MDCPSFM Section 2.01C.1_b_ ® Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specil
In your opinion, what is the best way to handle all of this and still get our Contractor onsite soon?
Thanks,
Mitch
MITCH CRAIG, PE
PROJECT MANAGER
.25.
♦ ff"I
CE GROUP

301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone] ext.108
Cell: [phone]
www.oagrouki nc.coitr
US Green Building Council Member
From: Mitch Craig
Sent: Tuesday, March 7, 2023 2:24 PM
To:'Kurtz, Cassidy' <[e-mail]>; kiacksonCaDyittsboronc.eov
Cc: Robinson, Jason <[e-mail]_>; Joe Faulkner <'oe CEGROUPINC.COM>; Mark Ashness
<mark@CEGROUPINC; COM>; Dewit, Morgan <[e-mail]>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Cassidy,
Attached is the revised FTSE form. The Town wanted to have a revised one with the permit for everyone's records.
Thanks,
Mitch
MITCH CRAIG, PE
PROJECT MANAGER
25VMS
• .
♦�as�
E GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone] ext.108
Cell: (919) 218-OM
www.cearouDinc.com
From: Kurtz, Cassidy <[e-mail]>
Sent: Wednesday, March 1, 2023 9:04 AM
To: Mitch Craig <mitch CEGROUPINC.COM>; [e-mail]
Cc: Robinson, Jason <iason.t.robinson@ncdenr,gov>; Joe Faulkner <[e-mail]>; Mark Ashness

<[e-mail]>; Dewit, Morgan <[e-mail]>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Thanks Mitch,
I think we'll need Kent to respond since he signed the FTSE that was originally submitted with the application; response
via email is fine!
Thanks,
Cassidy
Cassidy Kurtz
Engineer
Raleigh Regional Office
Water Quality Regional Operations
NC DEQ / Division of Water Resources
Office: [phone]
cassidv. kurtzAncdenr.go_v
�-DQNwe�
�11-
Email conespondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mitch Craig <[e-mail]>
Sent: Wednesday, March 1, 2023 8:24 AM
To: Kurtz, Cassidy <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Joe Faulkner <'oe CEGROUPINC.COM>; Mark Ashness
<[e-mail]>; Dewit, Morgan <mdewit ittsboronc. ov>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Cassidy,
Will you need a revised FTSE form for this or just confirmation from the Town that they are good with it?
Morgan/Kent,
Can you please respond to Cassidy that you approve the changes we made to the application per the table below per
your email to me on 2/16/23?
Establishment Type (see 02T.0114(f))
Daily Design Flow
Number of Units
Flow
02/16/:
Fuel Center Kiosk
250 gal/plumbing fixture
2
25 GPD
Grocery
130 gal/1,000 sf
50,800 sf
2,203 GPD
Stores with Food Service
130 gal/1,000 sf
8,400 sf
1,100 GPD
Restaurant (Single Service Articles)
20 gal/seat
88 seats
1,760 GPD

Stores w/o Food (Retail)
100 gal/1,000 sf
1 6,636 sf
664 GPD
Carwash
Actual Similar Flow
2,200 GPD
1-Bedroom Apartment
144 GPD/Unit
112
16,128 GPD
2-Bedroom Apartment
144 GPD/Unit
164
23,616 GPD
3-Bedroom Apartment
216 GPD/Unit
36
7,776 GPD
Amenity
10 Gal/Person
100
1,000 GPD
Total
56,472 GPD
Thanks,
Mitch
MITCH CRAIG, PE
PROJECT MANAGER
. 25 -
un
C-14E GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone] ext,108
Cell: [phone]
w.'ww.o&groUAInc.co F
US Green Building Council Member
From: Kurtz, Cassidy <[e-mail]>
Sent: Tuesday, February 28, 2023 3:00 PM
To: Mitch Craig <mitch CEGROUPINC.COM>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Joe Faulkner <'oe CEGROUPINC.COM>; Mark Ashness
<mark CEGROUPINC.COM>; Dewit, Morgan <[e-mail]>
Subject: RE: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Thanks Mitch!
The Flow Tracking sheet wasn't updated with the adjusted flows, however if Kent Jackson confirms via email that he's ok
with the new flows, we'll go ahead and proceed with issuing this permit.
Best,
Cassidy
Cassidy Kurtz
Engineer

Raleigh Regional Office
Water Quality Regional Operations
NC DEQ / Division of Water Resources
Office: [phone]
Cassidy, [e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Mitch Craig <mitch CEGROUPINC.COM>
Sent: Monday, February 20, 2023 10:55 AM
To: Kurtz, Cassidy <[e-mail]>; [e-mail]
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Joe Faulkner <'oe CEGROUPINC.COM>; Mark Ashness
<mark CEGROUPINC.COM>; pewit, Morgan <mdewit(ZDpittsboronc.Rov>
Subject: [External] RE: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Cassidy,
Attached is the revised information to include revised Cover Letter, revised FTA form and revised Topo Map. Also,
below are revised responses to your comments.
Thanks,
Mitch
MITCH CRAIG, PE
PROJECT MANAGER
.25.
�r
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27803
Phone: [phone] ext108
Cell: (919) 2184)990
www.gewpopinc.com

US Green Building Council Member
From: Kurtz, Cassidy <Cassidy. Kurtz COD ncde nr.gov>
Sent: Monday, February 6, 2023 3:24 PM
To: [e-mail]; Mitch Craig <[e-mail]>
Cc: Robinson, Jason<iason.t.robinson(ZDncdenr.g_ov>
Subject: Northwood MUPD modification #3 - Fast Track Sewer Extension Application
Hi Kent and Mitch,
We're reviewing the subject application and have the following questions/comments:
1. Thank you for including the Flow Reduction approval letter for the apartments. The application appears to also
propose reduced flows for the gas station (Lot 6), grocery (Lot 7), and carwash. Proposed flows that deviate
from the 2T design flows must be reviewed and approved by NC DWR's Municipal Permitting Unit before they
can be used. Has this been done? The flows for the gas station and grocery have been revised back to the
originally permitted flows.
2. Additionally, flow reductions are approved for permitted, but not yet tributary flows. As the gas station and
grocery were previously permitted, are these facilities constructed and flows tributary to the collection system?
If they are existing, a reduced flow cannot be used. See above.
3. Part Vill. 5. includes 504 linear feet of 3" force main for this project. The method of solids reduction for force
mains less than 4" in diameter (below the force main table) was not marked on the application. Please identify
the method of solids reduction as required per the MDC (i.e. grinder pump). The grinder pump option has now
been checked.
4. Per Instruction F of the application, the topo map should show the general location of the project components
and downstream connection point. The topo map has been revised and is attached.
5. For clarity, does the application include all components to be included in this modification, including the new
components as well as those previously -permitted that will remain in the project, and remove any lines that will
not be included in the project? (6,201 LF of 8" gravity, 994 LF of 6" force main, 504 LF of 3" force main, and a
427-gpm duplex pump station with standby power). Yes and this is now clarified in the cover letter.
Please respond with the above additional information within 30 days.
Thanks,
Cassidy
Cassidy Kurtz
Engineer
Raleigh Regional Office
Water Quality Regional Operations
NC DEQ / Division of Water Resources
Office: [phone]
cassidy. ku rtz Aricderin go_v
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to thin! parties.

10