WQ0010602_Application (FTSE)_20181018

State of North Carolina
Department of Environmental Quality
. Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORi1I: FTA 0 4-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity severs, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 021' .0300, Division Policies and ood en ineerin ractices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 0?T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T,0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
Projects that do not meet any pan of the minimum design criteria (MDC) document;
Projects that involve a variance from the requirements of 15A NCAC 21'.
Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pump..,
STEP or simplex grinder pumps connecting to pressurized systems (e-g. force mains);
Vacuum sewer systems. —
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General -- When submitting an application, please use the following instructions as a checklist in order to ensure all reg5h
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major vlodification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
�,, Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
if necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/bia, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, scaled and dated by a North
Carolina licensed Professional En deicer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page I of 3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources !•TA 0.4-16 & SUPPORTINC DOCUML'NTATION
Application Number: �� �� -!U 6 f �- 1Il1 b1; L1111111ILtcd I1y DwI0 Iy
All items must be completed or the application will be returned 01v n
1. APPLICANT INFORMATION: / 6
pE
1. Applicant's name: 'Town of Pittsboro (compan). municipality, I IOA. utility, etc.) l� �' �J
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stat&Cottnty ® Municipal ❑ Other
;. Signature authority's name: John Pocat per ISA --AC 03T:OIQG(b)
"Title; Utilities Director
4. Applicant's mailing address: 635 Bast Street
City: Pittsboro State: NC Lip: 17312-
5. Applicant's contact information:
Phone number: (919) Sd2-d6? 1 Entail Address: jpoteat`�r.nittsboronc.w v
I[. PROJECT INFORMATION:
i. Project name: CI.l.0 Puntl�5tation & Porcc iVlain lm rovement5 and Suttles Rd. Reclaim Witter Line E:xteltsiptt
2. Application'Project status: ❑ Proposed (New Permit) 7D 1'Xisting Permit+Project
il'a modification, provide tite existing permit number: WQ0010602 and issued date: Q, 122001
I t new construction but part of a master plan. provide the existing permit number: WQ00�_.��
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County where project is located: Chatham
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Approximate Coordinates (Decimal Degrees): Latitude: 36.756 I-ongitude:-79.161-
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Parcel ID (it'applicable): 0065184
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(or Parcel [D to closest downstream sewer)
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Ill. CONSULTANT
INFORMATION:
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Professional Engineer: hen Orie License Number: 040579ILL
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Firm: McKim & Cued Inc.
Mullin-- address: 1731} �arsit�' Drive, Suitc 500
MCKIM & CREED, INC.
66-02111531 13391
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1730 VARSITY DRIVE, SUITE 500
RALEIGH, NC 27606 - "
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State of North Carolina
Department of Environmental Quality
DWItDivision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEAI EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. 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: John Poeat per 15A NCAC 02T .0106(b)
Title: Utilities Director
4. Applicant's mailing address: 635 East Street
City: Pittsboro State: NC Zip: 27312-
5. Applicant's contact information:
Phone number: (919) 2-4621 Email Address: jpoteat ipittsboronc.: r
IT. PROJECT INFORINIATION:
❑ Privately -Owned Public Utility
❑ Other
I. Project name: CLLC Pump Station & Force Main Improvements and Suttles Rd. Reclaim Water Line Extension
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Pennit/Project
If a modification, provide the existing permit number: WQ0010602 and issued date: 04: 12:'2001
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: 36.756 Longitude:-79.161
5. Parcel ID (if applicable): 0065184
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Ken Orie License Number: 046579
Firm: McKim &: Creed Inc.
Mailing address: 1730 Varsity Drive, Suite 500
City: Raleigh State: NC Zip: 27606-
Phone number: [phone] Email Address: korie a mckimcreed.com
IV. WASTEWATER TREATINIENT FACILITY (W«'TF) INFORINIATION:
1. Facility Name: Chatham Park Decentralized WRRF Permit Number. W 0(� 039375
Owner Name: Old North State Company
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WNVTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
Svstem Wide Collection Svstem_Pernut Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

\'1. GENERAL REQUIREIIENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [-]No ON -'A
2. If [lie Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[--]Yes ❑No ®NIA
3. If the Applicant is a Home -Property Owners' Association, has an Operational Agreement (FORM: HOAI been attached?
❑ Yes ❑No ®N. A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Motel and -or Motels
❑ School : preschool r day care ❑ Medical I dental veterinary facilities ❑ Swimming Pool .;Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool: -Filter Backwash
❑ Businesses I offices? factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : °40 DomesticiCommercial °!o Commercial
56 Industrial (See 15A NCAC 02T .0 10320 )
Its there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCACO2T_.01 14(f)? ❑ Yes ® No
If ves, provide_ a copy of flo►r• reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140)1
Daily Design Flow
No. of Units
Flow
gal.:
GPD
gale
GPD
gal'
GPD
gale
GPD
gal'
GPD
gal.!
GPD
Total �P1S
Z7doa r (?
See 15A NCAC 02T .01 14 b d e 1 and e 2 for caveats to %%astewater design flow rates (i.e., iiiimimum ow per r
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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall
be detennined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 14)
� Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): tilodification to existing nump station and the addition of a force main.
FORM: FTA 04-16 Page 2 of 5

%Ill. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
28
unknown*
Note: Exisitng
infrastructure per
permit WQ0010602
Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and it violation of the MDC
VI11. PUIIP STATION DESIGN CRITERIA (If Applicable) — 021' .0305 & MDC (Pumn Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Carolina Living Learning Center ( See additional sheet for second pump station)
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.756 Longitude:-79.161
3. Design flow of the pump station: 0.864 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 600 gallons per minute at 185 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
12
9,225
DIP
6
5,535
unknown*
Note: Exisitng per
WQ0010602
6. Power reliability in accordance with 15A NCAC 02T .03051h)l l l:
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(l)(B);
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(li)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
i If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

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Vil. GRAVITY SEWER QESIGN CRITERIA (If Applicable) - Il_T .030a & SIDC (Gra-0ty Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section I1 K Ill of [lie MDC for Permitting of Gravity Servers contains information related to design criteria
Section Ill contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and at violation of the 11DC
VI11. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0-10i S MDC (Pump Stations/Force illains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIIIS PROJECT
I. Pump station number or name: North Woods I-ligh School
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.756352 Longitude:-79.172700
3. Design flow of the pump station: 0.027 millions gallons per day (rinn capacity)
4. Operational point(s) of the pump(s): 60 gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Alaterial
3
2,760
unknown*
Note: Exisitng per
WQ0010602
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(Q)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
r Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(li)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, sliall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Paste 3 of 5

IX. SETBACKS S SEPARATIONS — (02B .0200 R 15A \CAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 021' .0305 g ® Yes ❑ No
i 15A NCAC 02T.03050) contains minimum separations that shall be nrovided I'or sewer systems-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
IS 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 11 impounded reservoirs used as a source of drinking water
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 (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Draina ge systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.03056.0 contains alternatives where separations in 02 F.0305 cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications web age
If noncompliance with 02T.030510 or (u). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [-]No ® N:A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No [DNA
This would include Trout Buffered Streams per I5A NCAC 213.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or [:]Yes ® No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permittin!= Branch
5. Does project comply with 15A NCAC 02'r.0105 c 6) (additional permitslcertifications)? ® Yes [-]No
Per 15A-NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sever, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N.--A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM; FTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
I. Does the submitted system comply will, 15A NCAC 021, the \lininnun Design Criteria for the I'ermiltiny of 1111rtrp.Slation35
and force Mains latest version and the Gravih' Serer Miniutnun Design Criteria latest version as applicable'!
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. A „roval of the request is rec wired nri{sr In submittal or the Fast Track ,1 ilication and supporting
documents.
2. Professional Engineer's Certification:
I� Kenneth Orie attest that this application for
(Professional Engineer's name from Application Item 111,1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation, I I 1 f,,I
�N CA Oz
North Carolina Professional Engineer's seal, signature, and date: `:0�'F� � ti '
l '9
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J-Z zo%j!
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I John Poteat
(Signature Authority's name & title from Application Item 1.3.)
attest that this application for
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 arc not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes 10-215,CO4 and 143-215.61i, 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: 119116
FORM: FTA 04-16 Page 5 of

DESIGN NARRATIVE
1.0 PROJECT AND SITE DESCIPRTION
The purpose of the CLLC Pump Station & Force Main Improvements and Suttles Road Reclaim
Water Extension project is to lay approximately 7,320 LF of 8 inch PVC reclaimed water line and
approximately 9,225 LF of 12 inch DIP force main starting at the Carolina Living Learning
Center in the Town of Pittsboro, NC., and extending south along the Suttles Road (SR 1809)
right-of-way.
Additionally, there will be interim upgrades to the existing Carolina Living Learning Center
(CLLC) pump station that sits north of Russet Run (SR 1658), east of US-15-501.
The majority of the site is located along Suttles Road, south of Grant Drive, staying within the
eastern part of Suttles Road's right-of-way. The total project has approximately 5.74 acres of
disturbed area. All lines and the pump station will be owned and maintained by the Town of
Pittsboro.
The alignment of the proposed reclaim line runs along the northern side of Suttles Road inside
existing NCDOT Right -of -Way. The proposed force main for the project exits the existing pump
station and runs under Russet Run (SR 1658) down to Suttles where it parallels the reclaim line
for the remainder of the project. At the termination of these lines, the force main will connect to
a gravity sewer (proposed by others) and the reclaim line will connect to the existing reclaim
line that leads to the existing 3000,000 gallon water tank. All reclaim lines will remain dry until
this potable water tank is converted to a reclaim tank.
2.0 MISTING SYSTEM
The CLLC pump station is currently a 200-gallon per minute pump station with duplex pumps,
on -site high water alarms, basket screen, order control system, and an automatic stand by
generator. The existing permit for the pump station was filed in 2001 under permit no.
WQ0010602 and it discharges flow through an existing 6-inch ductile iron force main
downstream to the Town of Pittsboro Wastewater Treatment Facility (NPDES permit No.
NC0020354)

3.0 PROPOSED IMPROVEMENTS
The following is a summary of improvements proposed for the Eno River Lift Station:
• Replace the existing 25 HP Pumps with (2) two new 50 HP Motors and 600 gpm pumps
increasing the pumping capacity up from 200 gpm. This will allow the CLLC pump
station to have a firm capacity of approximately 345,000 gpd (ADF).
• Remove and replace the existing 6' chain link fence with 3 strand barbed wire with new
6' chained fence.
• Decommissioning of the existing 6-inch force main and replacing it with the new 12-inch
force main proposed as a part of this project.
• The addition of 2(two) new precast concrete vaults and the associates appurtenances.

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MCKIM&CREED ENGINEERS
SURVEYORS
PLANNERS
February 12, 2019 M&C 1561-00094F (40)
Mr. Jason Robinson
Environmental Engineer
NCDEQ PERCS
3800 Barrett Drive
Raleigh, NC 27609
RE: Town of Pittsboro
CLLC PS & FM Improvements & Suttles Rd. Reclaim Water Ext.
Fast Track Server Extension Application (Form: FTA 04-16)
Dear Mr. Robinson:
We respectively resubmit this application for a Fast Track Sewer Extension Permit on
behalf of the Town of Pittsboro for the subject project per your request. The application
has been updated to reflect the existing infrastructure outlined in permit No. WQ0010602
including 28 LF of 8-inch gravity sewer, 2,760 LF of 3-inch force main, and a 60-gallon per
minute pump station with duplex pumps to serve North Woods High School. It also lists
the existing 5,355 LF of 6-inch force main that was left out of the last submission.
The application has also been updated to reflect that there are Li new flows associated
with this project. This can be seen on page two under the general requirements section
where a total of 0 GPD is reported as wastewater generated by this project. We are
requesting that the updated permit be issued for the currently permitted flow, 27,000
GPD.
Please let me know if you have any questions or need additional information.
If you have any questions please feel free to contacted at [phone] or by email at
korie(iPrnckimcreed.com
Sincerely,
1730 Vors}ty Drive McKIM & CREED, Inc.
Suite Soo
Raleigh, NC 27606
Ken Orie, PE
919 233.8091 Project Manager
fax 919,233 8031
www maimcreed corn

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v MCK W&CREED ENGINEERS
v
S U R V E Y O R S
P L A N N E R S
January 31, 2019 M&C 1561.0009-41' (40)
Mr. Jason Robinson
Environmental Engineer
NCDEQ PERCS
3800 Barrett Drive
Raleigh, NC 27609
RE: Town of Pitlsboro
CD-2018-04 CLLC PS & FM Improvements & Suttles Rd. Reclaim Water Ext.
Fast Track Sewer Extension Application (Form: FTA 04-16)
Dear Mr. Robinson:
We respectively resubmit this application for a Fast Track Sever Extension Permit on behalf of the
Town of Pittsboro for the subject project per your request. The application has been updated to reflect
the existing infrastructure outlined in permit No. WQ0010602 including 28 LF of 8-inch gravity sewer,
2,760 LF of 3-inch force main, and a 60-gallon per minute pump station with duplex pumps to serve
North Woods High School.
We are submitting two sets: one original, and one copy of the following documentation for your
review and approval:
• One (1) paper copy of the Fast Track Sewer Extension Application
• One (1) paper copy of the design narrative and supporting documents, including maps
• One (1) copy of the comment responses dated January 9, 2018 and sent on January 11, 2019
• One (1) paper copy of the plans including cover sheet, index sheet, plan/profile sheets and
details sheets.
• One (1) paper copy of the Technical Specifications
• One (1) paper copy of the original Pump Station Permit No. WQ0010602
• One (1) CD containing electronic copies of the above documentation, each item in separate
folders.
Please let me know if you have any questions or need additional information.
If you have any questions please feel free to contacted at [phone] or by email at
korie(u)mckimcreed.com
1730 Varsity Drive
Sincerely,
Suite 50Q McKIM &CREED, Inc. t ofErivironn1ertal Qua1i �
Ra'e�gh, NC 27h06 NCUeP
919.233.8091 Yt� J � 20tig
e pf�tiCe
Fax [phone] Ken Orie, PEnal
Reg
Project Manager
www mckimcreed.com

v MgQM&CREED
January 9, 2018
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
ENGINEERS
5 U R V E Y 0 R 5
P L A N N E R 5
M&C 01561-0009; 07234-0002
11C1)eptofEnvironmental Quality
JAN 15 71Tf9
RE: CLLC PS & FM Imp & Suttles Rd Reclaim Water Ext Raleigh Regional Office
DWRRF Off Site Utilites: Raw & Effluent Force Main
Dear Mr. Robinson:
In response to the comments from your emails dated 12/7/18 and 12/11/18, please find the
following comment responses.
Questions from the 12/7/18 email:
1. On the CLLC application, Section IX.5 is checked "no". Please explain.
Response: Per 15NCAC 02T,0105c(6), all permits required have to be prepared,
applied for or obtained. At the time of application, the required 401/404 permit
requirements were not clear based on USACE direction due to an easement
issue. This has since been remedied and the box should correctly be checked
"yes".
2. On the DWRRF application, Section IX.3 is checked "no". Please explain.
Response: The above statement and 401/404 application noted above was also
1730 Vor:ity Drive the cause for confusion over this item. Based on direction and corresponding
application, this box can also be checked "yes".
Suite 500
3. On both applications, in Section X.2., the P.E.'s name should be printed in the
Raleigh, MC 27605 blank, and the P.E.'s signature and date should be printed on or near the actual
seal. I think this is a NCBELS requirement. Also, on this sheet, the permittees
name should be printed in the first blank in X.3.
919 233.B091
Fay 919,233.8031 Response: This has been rectified and the completed applications are attacted.
— mclimcreed,com

Questions from the 12/11/18 email:
1. Please keep in mind that a modified permit will rescind and replace the old
permit of the same number. So this new application should everything in the old
permit that will not be replaced, plus any new Iines or lines will replace old
lines. The reason I bring this up is because the new application states that it is for
9,225 if of 12" Forcemain. But the older version of the permit (4/11/01) has 28 IF
of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM, and 1,740 If of 6'
FM. Will the new 12" FM replace all of this? Or only some, while some it stays in
operation?
Response: The 9,225 LF of 12" force main included in the application is new to
the sanitary sewer system and not intended to replace any of the exsisting
infrastructure. All of the exsisting verbage in the exsisting permit, dated
4/11/01, for 281F of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM,
and 1,7401f of 6' FM should remain. A map is attached for further clarification.
2. Also, the old permit is for 27,000 gpd and mentions 1,000 students. The new
permit states it's for 140,000 GPD. Section Vi.7 says to "see attached letter" for an
explanation of the 140,000 GPD, but I don't see where it explains where the
140,000 came from. This newly issued permit should only cover the 27,000 GPD
that were in the initial permit, plus any new connections that are being added as
part of the other project.
Response: The 140,000 GPD projection was based on hydraulic modeling done
for the future development of this area at the time of the original submittal
appIication. Since then, additional modeling has been done that projects the
sewer flow for the basin as 285,400 GPD. This number is reflected in the Master
Plan that has been provided to the Town of Pittsboro for planning purposes.
Excerpts from the report are attached and the area that pertains to this project is
refered to as Section 7.1 under "Regional Center".
Since the 285,400 GPD figure is future predicted flow, until development of the
surrounding area has occurred, flows from Northwood High School will be
redirected to the CLLC Pump Station for start up purposes and then returned to
it's original configuration once the pump station begins receiving flows large
enough to keep it running.
vl MCK M&CREED

3. The permit states that this project is called the "CLLC Pump Station and FM
Improvements..." but Section 3.0 of the narrative call this "itnprovernents proposed
for the Eno River Lift Station". And the old permit was called "North Woods High
School, Carolina Living & Learning Center". What should we call this project for
the purposes of the sewer extension permit that will be issued for it?
Response: The permit should retain the same name. A corrected narrative has
been attached.
If you have any questions or concerns in regards to the enclosed documents, please do
not hesitate to contact the Engineer's office.
Sincerely,
McKIM & CREED, INC.
Kenneth L. Orie, PE
Senior Project Manager
vj MCKIM&CREED

Chatham Park Investors
100 Weston Estates Way
Cary, North Carolina 27513
May 17, 2018
The Honorable Cindy S. Perry, Mayor
The Town of Pittsboro Board of Commissioners
Jeff Jones, Planning Director
Pittsboro, North Carolina
of
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RE: Commitment for wastewater allocation for Mosaic site— Chatham Park PDD
Dear Mayor Perry, Commissioners and Mr. Jones:
PIease find this letter as commitment and agreement of Chatham Park Investors LLC ("CPI") to
grant and provide the required wastewater allocation to ECO CP Partners LLC, or thcir
successors and/or assigns in interest or title ("ECO"), for development of the approximately
forty-four (44) acre site located within the North Village of Chatham Park, and known as
"Mosaic".
The proposed development plans for Mosaic anticipate an estimated wastewater flow of 141,000
GPD, as more fully detailed on the attached Exhibit "A", entitled "Mosaic Wastewater
Projections".
CPI stands ready and agrees to grant an allocation of wastewater flow to ECO in the amount of
141,000 GPD for the Mosaic project.
Sincerely,
Tim Smith, anage V
Chatham Park Investors LLC
CC: Town of Pittsboro Board of Commissioners
Jeff Jones, Planning Director

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v M�K &CREED E N G NEERS
SURVEYORS
P.ANNER 5
May 18, 2018 01561-0008
John Poteat
Public Works Director, Town of Pittsboro
PO Box 759
Pittsboro, NC 27312
RE: CLLC Wastewater Pump Station
Mosaic and Northwood MUPD
Dear Mr. Poteat:
The CLLC WWPS is currently planned for an interim upgrade to increase the pumping
capacity from approximately 200 gpm to 600 gpm. With this interim upgrade, the firm
capacity will be 345,600 GPD (ADF). Ultimately, a larger wastewater pump station may
be required further downstream to serve other proposed development and the drainage
basin. The timing and sizing of this future station will depend on the actual wastewater
flows generated verses permitted flows and the phasing of the various developments
within the service area. Chatham Park Investors LLC (Preston Development), as part of
their utility master planning, will be required to provide for the collection and
conveyance of the wastewater generated for the various developments within this service
area based on the future ultimate wastewater needs..
The Mosaic and Northwood MUPD projects have a total projected permitted flow of
285,600 GPD (ADF) and projected actual flow of approximately 214,000 GPD (ADF)
based on information provided by the engineering firm, CE Group. Furthermore, these
two projects are currently planned to develop over a 5-year period from 2020 to 2024 (see
attachment from CE Group). With the phased approach of these two developments, the
Town will be able to "capture" capacity in the CLLC WWPS based on actual flow
reduction.
We trust this has addressed your inquiry on the capacity of the CLLC WWPS.
Sincerely,
730 Vanity Drive
McKIM & CREED, INC.
Suite 500
Raleigh, NC 27606 I / /
Brya�. Blake, PE
919,233.8041
Fax [phone] cc: Tim Smith, Preston Development
www mckimicreed tom
51156iM08%IG-CammyMTrammiltal Lett m%2DI60518 Fpital dory

Chatham Park Mosaic and Northwood Merged Sewer Projections
May 17, 2018
Lots Mosaic Northwood
2020
9
6300
17
4000
18
1500
19
6300
15
6800
8
14400
12
6000
13
3600
10
1000
7
400
16
1500
Permit
51800 51800 2020
Actual
38850 38850
2021
20 400
2 38400
6 13000
1 5000
2 5000
6 600
7 12500
Permit 51800 23100 74900 2021
Actual 38850 17325 56175
Mosaic Northwood
2022
3 10400
4 10400
14 2700
3 1350
4 1500
5 6400
Permit 23500 9250 32750 2022
Actual 17625 6937.5 24562.5

Chatham Park Mosaic and Northwood Merged Sewer Projections
May 17, 2018
2023 5 34000
11 4500
8 12800
9 2400
10 42240
Permit 38500 $7440 95940 2023
Actual 28875 43080 71955
2024 5 0
11 ❑
11 1170
12-18 28500
Permit 0' Z9670 29670 2024
Actual 22252.5 22252.5
Total Permit 165600 3t69,4. 0 285060 GPD
Anticipated Actual 124200 89595 213795 GPD

Robinson, Jason
From: Charles Donnell <[e-mail]>
Sent: Friday, February 15, 2019 4:21 PM
To: Robinson, Jason
Cc: Bryan Blake; Michael Myers; Carr McLamb
Subject: [External] Acceptance of Flow
• ESrtern4I email. Do nobalick links or open attachments unless -you verify. Sendai] suspicious email as an atteaimenoto
ort.s � c. ov
Jason:
In response to your email below and per our phone conversation earlier today, I am confirming that ONSWC is willing to
accept the flow from the CLLC Pump Station at the Chatham Park WRF.
Chuck Donnell
Charles A. Donnell, PE
Envirolink, Inc.
Capital Projects Manager
C: 910-322-6572
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, February 13, 2019 2:22 PM
To: Michael Myers <[e-mail]>; Carr McLamb <imclamb(Menvirolinkinc.com>
Cc: Ken Orie <[e-mail]>; Elizabeth Goodson (e oodson ittsboronc. ov)
<eeoodson(@Pittsboronc.gov>; Cashion, Ted <ted.cashion ncdenr. ov>
Subject: Pittboro's CLLC PS to Chatham Park's WRF
Mr. Myers,
We are reviewing a fast -track sewer extension application for Pittsboro's CLLC PS that will eventually pump to Old North
State's Chatham Park WRF.
Please confirm (by responding to this email that Old North State is willing to accept the flow from Pittsboro's CLLC
Pump Station at the Chatham Park WRF.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200

Robinson, Jason
From:
Ken Orie <[e-mail]>
Sent:
Wednesday, February 13, 2019 2:34 PM
To:
Robinson, Jason; [e-mail]
Cc:
Cashion, Ted; Deck, Erin M; Elizabeth Goodson ([e-mail]);
Fertenbaugh, Christyn L, McKinney, Thomas H
Subject:
RE: [External] RE: RE: RE: CLLC Pittsboro Sewer Extension Applications
External email. Do not alick� links dr open attachments unless you verify. Send al�sus laious email as an attaalimentto
Eeoflr�:ain i nc.� -0111101W
Jason,
The reclaim is completely separate from that and so the 9,225 is all forcemain.
Ken
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, February 13, 2019 2:32 PM
To: Ken Orie <[e-mail]>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>; McKinney, Thomas H <[e-mail]>
Subject: RE: [External] RE: RE: RE: CLLC Pittsboro Sewer Extension Applications
One more question Ken (I hope).
The application states that the project is the "CLLC Pump Station & Force Main improvements and Suttles Rd. Reclaim
Water line Extension".
Is any of the proposed 9,225 LF of 12" FM included in the application actually reclaimed water line? Or is the 9,225 LF of
12" all wastewater forcemain?
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.

From: Robinson, Jason
Sent: Wednesday, February 13, 2019 1:53 PM
To:'Ken Orie' <[e-mail]>; [e-mail]
Cc: Cashion, Ted <ted.cashion(@ncdenr.gov>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
([e-mail]] <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>; McKinney, Thomas H <[e-mail]>
Subject: RE: [External] RE: RE: RE: CLLC Pittsboro Sewer Extension Applications
Thanks Ken.
We'll need approval from Old North State that they're willing to accept all the flow from the CLLC pump station to their
Chatham Park WRRF.
Also, the permit typically has some language about the receiving WWTP. This is a unique situation, so I'll need to draft
some language that explains that it will continue to go to the Pittsboro plant, until it is rerouted to the Chatham Park
plant.
I will send a separate email and include Mike Meyers of ONSW to request their approval, as well as get yours and their
approval of some proposed language I plan to put in the permit.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"*Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
From: Ken Orie <KOriePmckimcreed.com>
Sent: Wednesday, February 13, 20191:45 PM
To: Robinson, Jason <[e-mail]_>; ipoteat(�pittsboronc.gov
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
(esoodson@pittsb_oronc.goy) <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>; McKinney, Thomas H <[e-mail]>
Subject: [External] RE: RE: RE: CLLC Pittsboro Sewer Extension Applications
UZU s $xterpal email. Cip notcliak-l[p or a en attachments unl ssypu verify. Send alfsuspioious-emaJl as an attaafiment to
_.eot-s�am�nc:rrow
Jason,
See below:
Thanks,
Ken

From: Robinson, Jason <[e-mail]>
Sent: Wednesday, February 13, 2019 11:54 AM
To: Ken Orie <[e-mail]>; [e-mail]
Cc: Cashion, Ted <ted.cashion 2ncdenr.eov>; Deck, Erin M <[e-mail]-v_>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<christen.fertenbauehPncdenr.eov>; McKinney, Thomas H <[e-mail]>
Subject: RE: RE: RE: CLLC Pittsboro Sewer Extension Applications
Ken,
A few more questions about this project we wanted to clarify:
1. Currently the CLLC PS pumps wastewater to Pittsboro's plant via a 6" FM. Is this correct? Yes
2. Part of this permit revision is to add 12" FM that will pump to Old North State's Chatham Park Decentralized
WRRF. Is this correct? Yes
3. So once the Chatham Park WWRF begins operating, and the CLLC pump station begins pumping to it via the new
12" FM, the 6" FM that currently goes to Pittsboro's plant will be decommissioned? Yes
You can answer these questions via email.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"*Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Ken Orie <KOrieCZDmckimcreed.com>
Sent: Tuesday, February 12, 2019 3:58 PM
To: Robinson, Jason <[e-mail]>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
(eeoodson@pittsboroncgov) <eeoodson(a pittsboronc.eov>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: [External] RE: RE: CLLC Pittsboro Sewer Extension Applications
• E ternal:email. D6 not.ailak lino or oiea attaciilments un7ess,04 verify. Send A.suspiafows einall aik an:a ciitment-to
Dam WC41ZOV—
Jason,
Yes, You can revise the application to reflect the original value of 27,000 gpd.

Thanks
Ken
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, February 12, 2019 3:38 PM
To: Ken Orie <[e-mail]>; iyoteatPpittsboronc.gov
Cc: Cashion, Ted <ted.cashion(ZDncdenr.eov>; Deck, Erin M <erin.deck(Mncdenr.gov>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<christyn.fertenbaugh(a ncdenr.gov>
Subject: RE: [External] RE: RE: CLLC Pittsboro Sewer Extension Applications
Ken,
The new application you sent earlier today requests 0 GPD.
However, the original permit that this new permit will be rescinding had 27,000 GPD that were coming from the school
that was included in the permit. Therefore, as mentioned in my earlier emails, the 27,000 be included in the new
permit, and therefore should be in the application. With your permission, will revise the application to contain the
27,000 GPD that were in the original permit.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Ken Orie <[e-mail]>
Sent: Tuesday, February 12, 2019 1:32 PM
To: Robinson, Jason <iason.t.robinson(a ncdenr.gov>; ipoteat(cDpittsboronc.gov
Cc: Cashion, Ted <ted.cashion2ncdenr.gov>; Deck, Erin M <erin,[e-mail]_v>; Elizabeth Goodson
(e oodson ittsboronc. ov) <egoodsonPpittsboronc.gov>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: [External] RE: RE: CLLC Pittsboro Sewer Extension Applications
• Externgl'emaiL Do not+clfdS links of open.atta frmentsur essyou verify. Send Al susp]cio�'Its emell as anat�ta mcit eni to
Jason,
I apologize for the confusion. I have attached a revised cover letter and application.

Ken Orie
From: Robinson, Jason <[e-mail]>
Sent: Monday, February 4, 2019 12:08 PM
To: Ken Orie <KOrie mckimcreed.com>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: RE: CLLC Pittsboro Sewer Extension Applications
We received the revised application for the referenced project, and it seems that a couple of the issues that were
brought up in my email below (from January 14) have not been addressed.
In Item ##1 below, the new application still does not include the 5,535 LF of existing 5" FM that was in the
original permit. Is the 6" being abandoned? Or should it be included in the new permit?
Please see Item #i2 in the email below regarding proposed flow. The new application still proposes a flow of
285,000 GPD, but it doesn't seem like this pump station upgrade is actually adding any new flow to the
system. The original permit has 27,000 GPD in it. The applications states 285,000 GPD came from modeling of
future development. Typically, the flow from future development will be included in the sewer extension
permits that will be issued for the new development (like when a new neighborhood is built and a sewer
extension application is submitted for that neighborhood, the flow for that neighborhood will be included in that
permit). From what I can tell, no new flow is actually associated with this pump station/FM upgrade, so 1 think
the permit should be issued for the same flow that was in the original permit (27,000 GPD).
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Robinson, Jason
Sent: Monday, January 14, 2019 2:44 PM
To:'Ken Orie' <KOrie mckimcreed.com>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <erin.deck@ncden{,sov>; Elizabeth Goodson
([e-mail]) <e oodson ittsboronc. ov>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: RE: CLLC Pittsboro Sewer Extension Applications
Thanks Ken. We apologize for the difficultly in this, we're certainly not trying to make it harder than it has to be, but this
modification application is considerably more difficult than what we typically receive..
We've reviewed your responses and have the following comments:

1. Section VI1.1 and VI1.5 of the permit (Lengths of Line): Based on your comment, all of the lines in the old permit
will continue to be used, and an additional 9,225 LF of 12" FM will be added. Therefore, the new permit will
have:
• 28 LF of 8" gravity
• 2,760 LF of 3" FM
• 3,795+1,740 (Total = 5,535) LF of 6" FM
• 9,225 LF of 12" FM
Please confirm that this is correct. This will all be included in the new permit that is issued (because it will
rescind older versions of the permit). (all of this should have been included in the application)
2. Section V1.7 of the permit (flows). Your comment states that after modeling, it's predicted that 285,400 GPp will
be routed through this pump station. However, that is based on projected future growth. I assume that that
future growth (neighborhoods, strip malls, industrial areas) will have additional sewer infrastructure built to
carry the wastewater to this pump station. And permits will need to be obtained for that new
infrastructure. Typically the flow for each new development (subdivision, strip mall, etc.) would be included in
the permit for that new infrastructure. So I'm wondering if the permit we're currently preparing should only
include the flow that was originally associated with it (27,000 GPp), and all of the future flow will be included in
future permits for that infrastructure. We may need to discuss this over the phone.
3. Section VIII1-4 (pump stations): As I mentioned in my email on January 814, the old permit included two pump
stations (60 gpm and 200 gpm). Therefore, unless one of the pump stations is being abandoned, the new
permit (and the application) should include two pump stations. I assume the upgrades are being made to the
200 gpm pump station? So is the 60 gpm PS remaining in operation unchanged? Or is it being abandoned?
Please provide written answers to these questions. it can simply be a brief response to this email. And as mentioned,
we may need to talk to discuss #2 above (projected flows).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
""Subscribe to Collection System & Sewer Permitting Updates*'
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Ken Orie <[e-mail]>
Sent: Saturday, January 12, 2019 8:43 AM
To: Robinson, Jason <[e-mail]>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>; Elizabeth Goodson
(eeoodson(@uittsboronc.eov) <[e-mail]>; Fertenbaugh, Christyn L
<christen.fertenbaueh(@ncdenr.eov>
Subject: [External] RE: CLLC Pittsborc Sewer Extension Applications
LU111ILNO External emal(, Do not click llriks or open at�aehrnents unWs, you vertfiebl. Send all susplcipus emall as a.n attachment to
r 4 1. a Flc. 4,

Jason,
Thank you again for your patience. I wish this was more of a cut and dry type application but the longer I am in this
business, the more infrequent the simple ones become. I have attached a formal response to your comments as
requested. If you have any other questions, feel free to reach out again.
Regards,
Ken Orie
From: Robinson, Jason <[e-mail]>
Sent: Tuesday, January 8, 2019 4:34 PM
To: Ken Orie <[e-mail]>; [e-mail]
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <erin.deck ncdenr.gov>; Elizabeth Goodson
([e-mail]) <[e-mail]>; Fertenbaugh, Christyn L
<[e-mail]>
Subject: RE: CLLC Pittsboro Sewer Extension Applications
Hi Ken,
Thank you for the project report. That was helpful in understanding this project more. With that said, we still need
additional information from you/Pittsboro before we can review the application and issue the permit.
First, the following questions/comments need to be addressed (these are only in reference to the CLLC PS & FM
application, and not the Chatham Park DWRRF application we received on the same day).
1. Section IX.S is checked "no". Please explain.
2. In Section X.2., the P.E.'s name should be printed in the blank, and the P.E.'s signature and date should be
printed on or near the actual seal. I think this is a NCBELS requirement. Also, on this sheet, the permittees
name should be printed in the first blank in U. After we get the other issues straightened out, an new
application should be submitted with these items addressed.
3. As 1 mentioned in my December 11 email below, when a modified permit is issued, it rescinds the older versions
of the permit. So the application should include everything that is in the old permit that will remain in
operation, everything new that is being added, and remove anything in the old permit that will be taken out of
operation (please see my Dec 11 email for more detail)
a. This not only applies to lengths of line, but to pump stations. The old permit included 2 pump
stations. The new application only describes 1 pump station. Will one of the two pump stations in the
old permit be abandoned? If not, the new application should include two pump stations.
4. The old permit is called "North Woods High School & Carolina Living & Learning Center". Should the new
permit, that will rescind the old permit, keep the same name? Or should it be named something else?
S. Section 3.0 of the narrative call this "improvements proposed for the Eno River Lift Station".
6. The old permit was for 27,000 GPD. This appears to be for the North Woods HS and the Carolina Living and
Learning Center. The new application is for 140,000. There is a document that explains how the 140,00 was
calculated (369 apts @ 200 gal/unit; 600 seat theatre @ 5 gal/seat
a. What design flowrates are used? It does not appear to be from 02T .0114(f).
b. How was it determined that using low flow fixtures would reduce the flow by 15%?
c. Does the 140,000 include the 27,000 that was in the older permit? (it should, since the modified permit
will rescind the old permit).
Please respond in writing to the above questions.

Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer_ Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be disclosed to
third parties.
From: Robinson, Jason
Sent: Friday, January 04, 2019 4:S8 PM
To:'Ken Orie' <[e-mail]>
Cc: ]poteatRpittsboronc.eov; Cashion, Ted <[e-mail]>; Deck, Erin M <erin.deck@ncdenr_goy>; Elizabeth
Goodson (eeoodson(@pittsboronc.sov) <[e-mail]>
Subject: RE: [External] CLLC Pittsboro Sewer Extension Applications
Thanks Ken,
I'll try to look over this over the weekend to get a better understanding of the project. However, we're still going to
need written answers the questions below so we can determine what revisions need to be made to the application(s).
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittinct Updates'"
E-mail correspondence to and from this address may be subject to the North Carolina Publrc Records Law and may be disclosed to
third parties.
From: Ken Orie <[e-mail]>
Sent: Thursday, January 03, 2019 3:03 PM
To: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Cc: [e-mail]; Cashion, Ted <ted.cashion ncdenr.gov>; Deck, Erin M <erin.deck ncdenr.eov>; Elizabeth
Goodson ([e-mail]) <[e-mail]>
Subject: [External] CLLC Pittsboro Sewer Extension Applications
Eittemal email. Do not Qlicktinks or"np'enattachments untessyou verified, Sendai?,suspitiods email as an attachment to

Jason,
The report for the pump station was being requested by Elizabeth Goodson, PE of the Town of Pittsboro as well as
yourself. I have attached it for your review.
Please feel free to call or write with any questions.
Regards,
Ken Orie
From: Ken Orie
Sent: Friday, December 21, 2018 3:15 PM
To: Robinson, Jason <[e-mail]>
Cc: [e-mail]; Cashion, Ted <ted.cash ion@ ncdenr. ov>; Deck, Erin M <erin.deck ncdenr. ov>
Subject: Re: Pittsboro Sewer Extension Applications
Jason,
Thank you for following up. We will have a report that reflects everything you requested right around the new year.
Happy holidays,
Ken
Ken Orie
Please excuse any typographical errors. Sent from my mobile device.
On Dec 20, 2018, at 3:56 PM, Robinson, Jason <[e-mail]> wrote:
We're following up on the two emails below that were sent on 12/7 and 12/11. They are
comments/questions for two separate applications we received for Pittsboro.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittingdates'"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records tow and may
be disclosed to third parties.
From: Robinson, Jason
Sent: Tuesday, December 11, 2018 4:00 PM
To:'[e-mail]' <korie mckimcreed.com>;'jpoteat nittsboronc.eov'

<"[e-mail]>
Cc: Cashion, Ted <ted.cashion ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: RE: Pittsboro Sewer Extension Applications
In addition to the comments in my email sent on 12/7, we have some further questions regarding the
sewer extension application for the CLLC PS (Modification to WQ0010602).
Please keep in mind that a modified permit will rescind and replace the old permit of the same
number. So this new application should everything in the old permit that will not be replaced,
plus any new lines or lines will replace old lines. The reason I bring this up is because the new
application states that it is for 9,225 If of 12" Forcemain. But the older version of the permit
(4/11/01) has 281F of 8" gravity line, 2,760 LF of 3" Forcemain, 3,795 LF of 6" FM, and 1,740 If
of 6' FM. Will the new 12" FM replace all of this? Or only some, while some it stays in
operation?
Also, the old permit is for 27,000 gpd and mentions 1,000 students. The new permit states it's
for 140,000 GPD. Section Vi.7 says to "see attached letter" for an explanation of the 140,000
GPD, but I don't see where it explains where the 140,000 came from. This newly issued permit
should only cover the 27,000 GPD that were in the initial permit, plus any new connections that
are being added as part of the other project.
• The permit states that this project is called the "CLLC Pump Station and FM Improvements..."
but Section 3.0 of the narrative call this "improvements proposed for the Frio River Lift
Station". And the old permit was called "North Woods High School, Carolina living & Learning
Center". What should we call this project for the purposes of the sewer extension permit that
will be issued for it?
Please respond to the questions above before resubmitting anything. We have may have more
questions/comments that will need to be addressed first.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Robinson, Jason
Sent: Friday, December 07, 2018 10:03 AM
To:'[e-mail]' <korie mckimcreed.com>;'[e-mail]'
<[e-mail]>
Cc: Cashion, Ted <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Pittsboro Sewer Extension Applications
10

We're reviewing 2 Pittsboro Sewer Extension Applications: 1) Chatham Park DWRRF Offsite Utilities and
2) CLLC Pump Station & Force Main Improvements and have the following comments.
1. On the CLLC application, Section IX.5 is checked "no". Please explain.
2. On the DWRRF application, Section IX.3 is checked "no". Please explain.
3. On both applications, in Section X.2., the P.E.'s name should be printed in the blank, and the
P.E.'s signature and date should be printed on or near the actual seal. I think this is a NCBELS
requirement. Also, on this sheet, the permittees name should be printed in the first blank in
X.3.
Please first answer questions 1 and 2 above. Then we'll need to have a new original hard copy of each
permit mailed to us with the items in 43 above addressed in Section X.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
Division of Water Resources, DEQ
919-791-4200
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
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Disclaimer
Th s e-mail and any files transm;tted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. if you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.
Disclaimer
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they
are addressed. if you have received this e-mail in, error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.
Disclaimer
This e-mail and any files transmitted with it are confidential and ;ntended solely for the use of the individual or entity to whom they
are addressed. if you have received this e-mail in error please notify the system manager. Please note that any views or opinions
presented in this e-mail are solely those of the author and do not necessarily represent those of the company. Finally, the recipient
should check this e-mail and any attachments for the presence of viruses. The company accepts no liability for any damage caused
by any virus transmitted by this e-mail.
12