WQ0039653_Application (FTSE)_20200831

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: t4/0 00 3qL5~JAIQ to he completed by DwR)
All items must be completed or the application will be returned
f
1. APPLICANT INFORMATION: 44
J-1
1.
Applicant's name: City of Sanforrd (company, municipality, HOA, utility, etc.)
2.
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public
Utility
❑ Federal ❑ Stale/County ® Municipal ❑ Other
3.
Signature authority's name: Patti Wcek5, PE per 15A NCAC 02T .010C b
Title: City Enginge
4.
Applicant's mailing address: 225 E Weatherspoon Street, P.O. Box 3729
City: Sanford State: NL Zip; 27331-3729
Ci
5.
Applicant's contact information:
cn
Phone number: (919) 777-1 122 Email Address: aul.w k anfordne.n t
(g,tri
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11. PROJECT INFORMATION:
I.
Project name: Moncure Sewer Extension
p
rV
2.
Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039653 and issued date: November 30 2017
,O
If new construction but part of a master plan, provide the existing permit number: WQ00
C
3.
County where project is located: Lee / Chatham
4.
Approximate Coordinates (Decimal Degrees): Latitude; 35.549645 Longitude: - 9.188155
S.
Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
I. Professional Engineer: Scott P. Haberstroh License Number: 36505
Firm: Freese and Nichols. Inc.
Mailing address: 1017 Main Campus Drive. auitc 1200
City: Raleigh State: NQ Zip: 27606-
Phone number: [phone] Email Address: smtt.liaberstroh(@.Lrcese.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: N O024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00�
Owner Namc(s): City of Sanford
FORM: FTA 04-16 Page I of

Vl. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Ycs [:]No [DN.-'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Op rational Agreement (FORM: DFV) been attached?
❑ Yes [:]No ®NIA
3. If the Applicant is a Home; Property Owners' Association, has an Operational Agreement (FARM: HOA) been attached?
❑ Yes [:]No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation: -service ❑ Hotel and.br Motels
❑ School / preschool / day care ❑ Medical l dental `veterinary facilities ❑ Swimming Pool :`Clubhouse
ElFood and drink facilities ❑ Church
® Businesses / offices /factories ❑Swimming Pool��Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial °fo Commercial
% Industrial (Sec 15A NCAC 02T .0103(20))
b Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .O 1 14(f)? ❑ Yes ❑ No
P, If ves, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(il)
Domestic/Commercial wastewater from
Arauco
Daily Design Flow " No. of Units] Flow
- gal. day
-
100,000 GPD
gall
GPD
gall
GPD
gal'
GPD
gall
GPD
gall
GPD
Total
GPD
a See .15A NCAC 02T .01 14(b). Id). (e)(I l and (c)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table I SA NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 100.000 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):
FORM: PTA 04-16 Page 2 of 5

VII. GRAVITY SEVER DESIGN CRITERIA (If Applicable) - 02T .0305 & AIDC Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
24
10
PVC
30
27
PVC
Section If & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIiI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump StationslForce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Moncure Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35,597850 Longitude: -79 043846
3. Design flow of the pump station: 2.35 millions gallons per day ( firm capacity)
4. Operational point(s) of the pump(s): 1632 gallons per minute at 130 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station)
Size (inches)
Length (feet)
Material
14
17,436
PVC
14
1,787
DIP
16
2,330
HDPE
6. Power reliability in accordance with _I 54�'.gt.' ()� TT (a.i(i Ij I ,,:
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
18
6
PVC
24
110
PVC
30
27
PVC
12
6.080
PVC
12
112
DI
:- Section 11 & Ili of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIiI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & 1%IDC (Pumn Stations Force Mains):
CONIPLETE FOR EACH PUhIP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Intermediate Lift StatiQn
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.564641 Longitude:-79.092196
3. Design flow of the pump station: 2.70 millions gallons per day ( firm capacity)
4. Operational point(s) of the pump(s): 1875 gallons per minute at 33 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station).
Size (inches)
Length (feet)
Material
16
17,848
PVC
16
342
DI
20
16,389
PVC
20
171
DI
6. Power reliability in accordance with 15A NCAC 02T .030500(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(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 timeframcs, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
15A NCAC 02T.0305(f) contains minimum se arations that shall be rovidcd for sewer s t
®Yes [-I No
s ems.
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including; any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation) and wetlands see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
AnX basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A N!QAC 02TA03036-0 contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications wehnase
%- If noncompliance with 021".0305t n or t jz7. sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Ycs ❑ No [:]NA
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 ❑ N`A
This would include Trout Buffered Streams per 15A NCAC 213.0202
r
4. Does the project require coverage -authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional pen-nitsicertifications)? ® Yes ❑ No
Per 15A N('A(' 02T.0105tc 1{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 sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strcambanks 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 I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of

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X. CERTIFICATIONS:
Does the submitted system comply with I e02T , theMin LMUJn Design {Tiler. for the Perrnittin -f Pum 5talia,s
and Force Mains (latest version), and the `t fin' rsirn Criteria late! -version as applicable?
® Yes ❑ No
If No, complete and submit the Variance..Alternative Design Request application (VADC 10-14) and supporting documents for
review, Anproval of the reQuest is re uired )rior to submittal of the Fttst Track Armlication and sunpurtine documents.
2. Professional Engineer's Certification:
1 Scott Haberstroh
{Professional Engineer's name from Application Item IILI .) attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Seller
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 Permitting
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10.000. as well as civil penalties up to 525.000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T.0106(b):
(Signature Authority's name & title frdm Application -1
```,1H CAtRll
i
S S % O��/
_ °a SEAL
Docus"g&11:5 a 1
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8/27/2020
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 cavil 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 %hill be returned to me as
incomplete.
NOTE: - In accordance with General Statutes 143-215.6A and I.13-215,6B, an} person who knowingly makes any false
statement, representation. or certification in any applica ' ckage shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000 as well as civil pe alties up t 25,000 per violation.
Signature. -
pate: a1p'�
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
D.WRDepartment of Environmental Quality
Division of Water Resources
MvMon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Moncure Sewer Extension
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Sanford (Big Buffalo) WWTP
b. WWTP Facility Permit #: NC0024147
All flows are in MGD
c. WWTP facility's permitted flow 12.0
d. Estimated obligated flow not yet tributary to the WWTP .96I
e. WWTP facility's actual avg. flow 5.733
£ Total flow for this specific request 0.1
g. Total actual and obligated flows to the facility 6.794
h. Percent of permitted flow used 56.6%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Firm / pt),
MGD MGD
GFCLS WQ0022348 1.008 0.4032
LBLS WQ0031466_
6.36 2.544
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Approx.
Obligated,
Current
Not Yet
Total Current
Avg. Daily
Tributary
Flow Plus
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
0
0.1161
0.1161
0.2871
1.041
0.402875
I.443875
1.100125
* The First 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
(pi) 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): Ci of Sanford Collection System
Page 1 of 6
FTSE 10-18

Downstream Permit Number: W CS00047
III. Certification Statement:
I Paul Weeks Jr., P.E. _ certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Si in Official Signature
Title ofsign g Official _
Date
Page 2 of 6
FTSE 10-18

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1017 Main Campus Dr, Suite 1200 • Raleigh, North Carolina 27606 - 919-582-5859 - fax [phone] www.freese.com
August 31, 2020
North Carolina Department of Environmental Quality
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: City of Sanford
Moncure Sewer Extension
Fast Track Sewer System Extension Application (FTA 04-16)
To Whom it May Concern:
cDepto fr�v.
trQ�yme�tal
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The City of Sanford (City) requests to modify the existing permit (Permit Number: WQ0039653) dated
November 30, 2017 for the referenced Moncure Sewer Extension project. On behalf of the City, and in
accordance with 15A NCAC subchapter 02T and the Division of Water Resources Minimum Design
Criteria, please find enclosed the following documents associated with the proposed Moncure Sewer
Extension:
• Fast Track Sewer System Extension Application (FTA 04-16)
• Flow Tracking for Sewer Extension (FTSE 10-18)
• Figure 1— USGS Topographic Map of Project Area
• Figures 2 through 5 — Aerial Maps of Project Area
• Existing Permit WQ0039653
• Gum Fork Creek Lift Station Flow Record
• Check of four hundred eighty dollars ($480.00) issued to North Carolina Department of
Environmental Quality)
After the initial permit submittal, the City of Sanford elected to construct the Moncure Sewer Extension
project in two phases. The first phase includes the two new lift station and force main piping to the
existing Gum Fork Creek Lift Station. The second phase includes the 20-inch force main from the Gum
Fork Creek Lift Station to the existing Little Buffalo Lift Station. This 20-inch downstream force main is
anticipated to be installed by the Summer of 2021, at which point the flow from the two new lift
stations herein, will bypass the Gum Fork Creek Lift Station and go directly to the Little Buffalo Lift
Station. A second certification will be submitted prior to this change in operation.
The modification requested includes the following:
1. Deletion of:
a. Gravity Sewer
i. 4,650 feet of 12-inch PVC pipe
ii. 10 feet of 12-inch DI pipe
1. Total = 4,660 feet of 12-inch Pipe
iii. 4,100 feet of 24-inch PVC pipe
iv. 280 feet of 24-inch DI pipe
1. Total = 4,380 feet of 24-inch Pipe

v. 55 feet of 30-inch PVC pipe
b. Force Main
i. 18,420 feet of 14-inch PVC pipe
ii. 1,450 feet of 14-inch DI pipe
1. Total=19,870 feet of 14-inch Pipe
iii. 33,110 feet of 16-inch PVC pipe
iv. 1,740 feet of 16-inch DI pipe
1. Total = 34,850 feet of 16-inch Pipe
v. 2,050 feet of 18-inch HDPE pipe
2. Addition of:
a. Phase 1
i. Gravity Sewer
1. 6,080 feet of 12-inch PVC pipe
2. 112 feet of 12-inch DI pipe
a. Total = 6,192 feet of 12-inch Pipe
3. 6 feet of 18-inch PVC pipe
4. 120 feet of 24-inch PVC pipe
5. 54 feet of 30-inch PVC pipe
ii. Force Main
1. 17,436 feet of 14-inch PVC pipe
2. 1,787 feet of 14-inch DI pipe
a. Total=19,223 feet of 14-inch Pipe
3. 17,848 feet of 16-inch PVC pipe
4. 342 feet of 16-inch DI pipe
S. 2,330 feet of 16-inch HDPE
a. Total = 20,520 feet of 16-inch Pipe
b. Phase 2
i. Force Main
1. 16,389 feet of 20-inch PVC pipe
2. 171 feet of 20-inch DI pipe
a. Total=16,560 feet of 20-inch pipe
3. Updating permitted flows for:
• Moncure Lift Station
o This application is for an average daily flow of 0.1 MGD.
o Full design capacity of 0.94 MGD average daily flow (2.35 MGD Firm Capacity) will be
permitted in the future.
• Intermediate Lift Station
o This application is for an average daily flow of 0.1 MGD.
o Full design capacity of 1.08 MGD average daily flow (2.70 MGD Firm Capacity) will be
permitted in the future.
Please feel free to contact me at [phone] if you have any questions or require additional
information. I can also be reached at [e-mail].
Sincerely,
Scott P. Haberstroh, P.E.
Senior Project Manager

1017 Main Campus Dr, Suite 1200 • Raleigh, North Carolina 27606 • 919-582-5859 - fax [phone] www.freese_com
PROJECT: SFD17244 DATE: August 31, 2020
Moncure Sewer Extension
Permit Number: WQ0039653
TO. North Carolina Department of Environmental QiliNepr
Raleigh Regional Office
Water Quality Section o�mental Qu$j,
ADDRESS: 3800 Barrett Dr. AUG ?,
Raleigh, NC 27609 Rate'ghQ
PHON
FROM:
NO.: Scott Haberst oh Regional 4F�
1C@
WE ARE SENDING YOU THE FOLLOWING ITEMS:
• 1 copy of supporting documents for the modification of the existing permit regarding the
Moncure Sewer Extension project (Permit Number: WQ0039653) dated November 30, 2017.
Attached under separate cover via:
Delivery Service and Tracking No.
Hand Delivery Email Other
THESE ITEMS ARE TRANSMITTED FOR YOUR:
F Use F Review and Comment F Information
'' Approval F Distribution to Parties Response
I' Records 3 Other:
REMARKS:
These documents are submitted as modifications to the existing permit for the Moncure Sewer
Extension project, Permit Number WQ0039653. Please call me at 919-582-5867 or email me at
[e-mail] if you have any questions.

Cashion, Ted
From:
Sent:
To:
Cashion, Ted
Saturday, October 3, 2020 2:47 PM
Scott Haberstroh
Cc: Paul Weeks; Robinson, Jason
Subject: Re: [External] RE: Moncure Sewer Extension fast track sewer extension mod application,
W00039653 mod
That would be great Scott, thanks. Then if someone looks at the file in the future it will be correct.
Sent from my !Phone
On Oct 3, 2020, at 1:06 PM, Scott Haberstroh <[e-mail]> wrote:
ternal email. Do not click links or open attachments unless you verify. Send all suspicious email, as an
t�to
Ted,
That is a typo. The Moncure Force Main is 14"
resend?
Thanks,
Scott
Scott Haberstroh, PE
Senior Project Manager
Freese and Nichols, Inc,
919.582-5867 office
617-997-7425 mobile
From: Cashion, Ted <[e-mail]>
Sent: Saturday, October 3, 202011:09 AM
Do you need me to revise figures 4 and 5 and
To: Scott Haberstroh <[e-mail]>; Paul Weeks <[e-mail]>
Cc: Robinson, Jason <jason.t.robinson@ncdenr,gov>
Subject: Moncure Sewer Extension fast track sewer extension mod application, WQ0039653 mod
External Email. Use caution when clicking links or opening attachments.
Scott and Paul,
We are reviewing the subject application and need some confirmation of an item.

Figures 4 and 5 maps submitted with the application show a proposed 12" Moncure Force Main but the
application does not list any 12" force main line to be permitted. The application includes the following
FM:
19,223 If of 14" FM
20,520 If of 16" FM
16,560 If of 20" FM
2050 If of 18" FM was been deleted from the mod application.
Should the 12" FM be included in the permit mod?
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion2ncdenr.gov_
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
<imagcoo I .pny(7>
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Cashion. Ted Wk00 r,
From: Cashion, Ted ( *-4;'
ot- ( L f
Sent: Saturday, October 3, 2020 11:09 AM
To: [e-mail]; 'Paul Weeks'
Cc: Robinson, Jason °v PY 1
Subject: Moncure Sewer Extension fast track sewer extension mod application, WQ0039653 d
G t ;(r47 /
T-)
Scott and Paul,
We are reviewing the subject application and need some confirmation of an item.
Figures 4 and 5 maps submitted with the application show a proposed 12" Moncure Force Main but the application does
not list any 12" force main line to be permitted. The application includes the following FM:
19,223 If of 14" FM
20,520 If of 16" FM
16,560 If of 20" FM
2050 If of 18" FM was been deleted from the mod application.
Should the 12" FM be included in the permit mod?
thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion(@ncdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
DE
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
1 will be working away from the office most days. l will be checking email periodically. if you need immediate assistance please
contact a water resources staff member at our main number, 919-791-4200.
Based on the current guidance to minimize the spread of CnvlD-19, DEQ has adjusted operations to protect the health and safety of
the staff and public. Many employees are working remotely or are on staggered shifts. To accomodate these staffing changes, all
DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we maybe able to handle your requests by phone or email. We appreciate your patience as we continue to serve the
public during this challenging time.

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