WQ0041905_Application (FTSE)_20200810

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
9DIvIslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 1*40 V 0 f_
(to be completed by DWR)
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All items must be completed or the a lication will be returned -...� /` f .,,,t�,r �� no,
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I. APPLICANT INFORMATION:e��
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1. Applicant's name: Town of Benson (company, municipality, HOA, utility, etc.)
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2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatelCounty ® Municipal ❑ Other
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3. Signature authority's name: Kimberly Pickett per I_SA NCAC 02T .0146(U
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Title: Assitant Town Manager
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4. Applicant's mailing address: 303 E. Church Street
City: Benson State: NC ZiP • 27504-
5. Applicant's contact information:
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Phone number: 9894-5117 Email Address: kpickett _ townofbenson.com
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❑. PROJECT INFORMATION:
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I. Project name: Lee Street Athletic Complex. Improvements
2. ApplicationlProject status: ® Proposed Pro (New Permit
P (N ) ❑Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
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3. County where project is located: Johnston
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4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3753' Longitude:-78.54751`
5. Parcel ID (if applicable): 15391842-2201
(or Parcel ID to closest downstrearb sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: William Z. Shi iman License Number: 035027
Firm: Shipman Engineering, PLLC
Mailing address: 137 Middlegreen Place
City: Hopy Springs State: NC Zip: 27540-
Phone number: 919 900-0006 Email Address: zak shi man- - ineeri .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Benson WWTP Permit Number: NCO020389
Owner Name: Town of Benson
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbe s ifa lice le : WQCS
Owner Name(s): Town of Benson
T_1__
FORM: FTA 04-16 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 ®NIA
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV'f been attached?
[--]Yes ❑No ®N/A
3. If the Applicant is a ome o e Owners' sociation, has an Operational A rel* ement_(FORM: 1JOA} 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 preparationiservice ❑ Hotel and/or Motels
❑ School I preschool I day care ❑ Medical I dental I veterinary facilities ❑ Swimming Pool /CIubhouse
❑ Food and drink facilities ❑ Church
❑ Businesses {offices 1 factories El Swimming Pool/Filter Backwash
❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% industrial (See 15A NCAC 02T .0103 20
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
5. Has a flow reduction been approved under 15A NCAC 02T .01 14 ? ❑ Yes ® No
➢ If yes, Provide a copy of flow reduction anproval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114tf1i
Parks with Restroom Facilities
Daily Design Flow '•6 No. of Units Flow
250 gal/plumbing fixture 12 3000 GPD
gall GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
Total 1 3000 GPD
a See 15A NCAC 02T .0114fb1. (d),_(eX } and 1e1t2) 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. 42A4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3000 GAD (per 15A NCAC 02T .0114)
➢ 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: FTA 04-1 b Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers).
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section lI & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section Ill 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 Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I - Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.3753 Longitude:-78.5483
3. Design flow of the pump station: 0.00300 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 23 gallons per minute at 32 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
PVC
1.5
331
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)(B);
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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)(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, 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(f3 & [
➢ 15A NCAC 02T.0305(f)contains minimum aPnaratinnc that chall hP nr.,,,i,I.A f-r �.,..,.......r
® Yes ❑ No
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 If 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 buildin foundation
5 feet
Any 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 ools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T_0305 ; contains alternatives where separations in 02T.0305(o cannot be achieved.
➢ '"Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
➢ If noncompliance with 02T.0305(f} cr (kL see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [--]Yes [:]No ®NIA
D Seethe 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
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.0 I 05(c)(6) (additional permits/certifications)? ® 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 sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ NIA
➢ 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- l6 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T. the Minimum Desien Criteria for the Permitting of Pum Station
and Force Main latest version), and the Gravily 5 wer Minimum Dcsian Criterialat t veapp)JHble9
❑ Yes ® No e �uA TiQy. ,1 ��"
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14} and supporting documents for
review. Approval of the r uest is regaired Prior to submittal of the Fast Track Agntication and supporting u e
2. Professional Engineer's Certification:
1,��i1tPr`"'� attest that this application for
(Professional Engineer's name from Application Item M.i.)
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 scat signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineers seal, signature, and date: ; O�� . • • 3 O,
• 0350
%,�i�•NGrNE�4p����
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
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. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are riot 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 143-2I5.6A 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 ate. w as civil penalties up to $25,000 per violation.
Date: —11 ! lzm
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
C�W�R
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
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Entity Requesting Allocation: `T-nwOTC 3Q„ =o r
Project Name for which flow is being requested: A-Q4 ll _
k =++• rC V 8 mesas
More than one FTSE may be required for a single project ifthe 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: �,r, sa r► WWTP
b. WWTP Facility Permit #:
c. WWTP facility's permitted flow All flows are in MGD
01
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow I , Z
f. Total flow for this specific request
D. 002-75
g. Total actual and obligated flows to the facility _igdq
h. Percent of permitted flow used W
I !I3 a
II. Complete this section for each pump station you are responsible for along the route of this
wastewater flow. U
List pump stations Iocated between the project connection point and the WWTP:
(A)
Pump Pump
Design
Average
Station Station Firm
Daily Flow**
(Name or Permit Capacity, +
(Firm / pf),
Number) No. MGD
MGD
A
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated Available
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design ow) 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 Mnimum 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):
Downstream Permit Number:
rn
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I ins 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 pIanned 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.
Signing Official Signature
ti;fEcor of P-611e Works a-J (1-FiIi��Er
Title of Signing Official
Page 2 of 6
pTSE 10-18

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Shipman Engineering, PLLC
July 17, 2020
Division of Water Resources Water Quality Section
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Fast Track Sewer Extension Application iTA 04-16
Lee Street Athletic Complex Project -Benson, NC
Dear Sir or Madam,
Enclosed please find Fast Track Sewer Permitting materials, documents, and other information for the Lee Street
Athletic Complex. The project includes two new baseball fields, parking, and additional green space for outdoor
recreational league sports and is owned and developed by the Town of Benson. A new field house will be
constructed to serve the facility.
Sewer is to be provided to a new field house via a lift station and sewer force main. The force main will pump
effluent to an existing gravity manhole located to the south of the project site in the Mann Street travel way.
Effluent will enter the lift station from a single 4 inch diameter gravity sewer service from the field house. Note
that we have submitted a variance application to Ms. Christyn Fertenbaugh for relief on a few elements associated
with the lift station. In our discussions with her, she had asked us to go ahead and submit the permit application
so the variance could be written into the approval document.
We appreciate your review of the enclosed project documents. If I may be of further assistance, please feel free to
contact me at your convenience.
Best Regards,
Zak Shipman, PE
Shipman Engineering, PLLC
Shipman Engineering, PLLC 919.900.0006
137 Middlegreen Place [e-mail]
Nally Springs, NC 27540 NCBELS License P-1963

Shipman Engineering, PLLC
137 Middlegreen Place -.Holly springs, NC
[phone] NCBECS Ucense P.1963
LETTER OF TRANSMITTAL Arch
�ptef
To: NCDEQ-Water Quality Division
Raleigh Regional Office "nip
1628 Mail Service Center
Raleigh, NC 27699-1628
e,�nll12c �
gl
c�
Subject: Lee Street Athletic Complex -Town of Benson
Date: July 20, 2020
r Copies _ Description
2 FTA 04-16 Application Form
2 FTSE-06-13 Flow Tracking Form
2 USGS Map Screenshots
2 Cover Letter
1 Application Fee- $480
Transmitted:
❑ For your information
® For Approval
Comments:
® For Your Review/Comment ❑ As Requested
❑ Other:
Please see the attached sanitary sewer permit documents. Thank youl
Sincerely,
Zak Shipman, PE

Cashion, Ted
From: Cashion, Ted
Sent: Saturday, August 15, 2020 9:57 AM
To: Kimberly Pickett, [e-mail]
Cc: Robinson, Jason
Subject: Lee Street Athletic Complex Improvements fast track sewer extension application
We received the subject application on 8-10-20. There is a stormwater permit issued to the Town with this exact same
project name. To differentiate, we will add `Sewer' after the project name. The name of the project is modified to "Lee
Street Athletic Complex Improvements — Sewer".
Please let us know if you have questions.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
e;` Al I -,LDE
�l
Subscribe to Collection System & Sewer Permitting Updates
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.
Based on the current guidance to minimize the spread of COVID-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 may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.

Cashion, Ted
From:
Cashion, Ted
Sent:
Friday, September 11, 2020 11:30 AM
To:
Zak Shipman
Cc:
Kimberly Pickett; Tim Robbins; Robinson, Jason
Subject:
RE: [External] RE: Lee Street Athletic Complex Improvements fast track sewer
extension
application
Hi Zak,
There are several applications ahead of this one but we'll get to it asap. We have not heard from Christyn on the
variance request. We'll need comments from her prior to issuing the permit.
A cursory review of the application shows we need the following:
Item V must be fully completed. We need the downstream sewer permit number and system wide collection system
permit number.
Item U was marked "no". Was this marked 'no' because the variance is needed?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
AEQ:>
DI�MV1Mn1 NlnNnw�lLf praifY�
Subscribe to Collection System & Sewer Permitting Updates
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.

l will be working away from the office most days. 1 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 COVlD-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.
From: Zak Shipman <[e-mail]>
Sent: Friday, September 11, 2020 11:10 AM
To: Cashion, Ted <[e-mail]>
Cc: Kimberly Pickett <[e-mail]>; Tim Robbins <[e-mail]>
Subject: RE: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension application
External email. Do notclK
sep ort-s arr Anc,gav
Good morning Ted,
attachments unless you verify. Send all suspicious email'as an attachment to
I am following up on the subject project located in the Town of Benson. Have you had a chance to review? Any issues
with our variance approval from Christyn?
Thanks!
Zak Shipman, PE
Shipman Engineering, PLLC
137 Middlegreen Place
Holly Springs, NC 27540
[phone]
zakashipmanengineering,.com
From: Cashion, Ted <[e-mail]>
Sent: Monday, August 17, 2020 9:24 AM
To: Zak Shipman <zak(Ts_ hipmanensineerins.com>; Kimberly Pickett <kpickett townofbenson.com>
Cc: Robinson, Jason <iason.t.robinson ncdenr. ov>
Subject: Re: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension application
thanks Zak
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
Subscribe to Collection System & Sewer Permittino Updates
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.
From: Zak Shipman <zak@shipmaneneineering com>
Sent: Monday, August 17, 2020 8:44 AM
To: Cashion, Ted <[e-mail]>; Kimberly Pickett <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension application
F�ss�sr-. External,email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to �9
',reQort.s2am�=Inc.ip,ov
Thanks Ted. No issues on our end with renaming it. Note that we have submitted a variance with Christyn Fertenbaugh
for a few lift station items. She should be close to wrapping up our approval and asked to go ahead and submit the
permit dots to your office so she could write the approval into permit language.
Thanks!
Zak Shipman, PE
Shipman Engineering, PLLC

137 Middlegreen Place
Holly Springs, NC 27540
[phone]
[e-mail]
From: Cashion, Ted <[e-mail]>
Sent: Saturday, August 15, 2020 9:57 AM
To: Kimberly Pickett <k ickett townofbenson.com>; [e-mail]
Cc: Robinson, Jason <-as� [e-mail]>
Subject: Lee Street Athletic Complex Improvements fast track sewer extension application
We received the subject application on 8-10-20. There is a stormwater permit issued to the Town with this exact same
project name. To differentiate, we will add 'Sewer' after the project name. The name of the project is modified to "Lee
Street Athletic Complex Improvements —Sewer".
Please let us know if you have questions.
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D�6+ltrneRl N lm+vrK,ral 6 a'xlw�
Subscribe to Collection System & Sewer Permitting tJ dates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
Based on the current guidance to minimize the spread of COVID-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 occomodate
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.

Cashion, Ted
From:
Sent:
To:
Subject:
Attachments:
Zak Shipman <[e-mail]> J ev
Monday, September 21, 2020 6:34 PM
Cashion, Ted
RE: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension
application
FTA 04-16 Page 1.pdf
+ External email. Do not click -links or open attachments unless you verify. tend all suspicious email as an attachment to
re ort.s am L nc. ov
Hi Ted,
Sorry for the delay in getting back to you. I have updated Item V with the system wide collection system permit
number.
We couldn't find any records of the existing sewer permit number as it was installed many years ago.
On item X.1, I marked that no on account of our variance requirement. I'll follow up with Christyn regarding our
variance request to see if we can get this one buttoned up.
Thanks!
Zak Shipman, PE
Shipman Engineering, PLLC
137 Middlegreen Place
Holly Springs, NC 27540
[phone]
zak0shipmanengineering.com
From: Cashion, Ted <ted.cashion(@ncdenr.eov>
Sent: Friday, September 11, 202011:30 AM
To: Zak Shipman <zak shi manen ineerin .com>
Cc: Kimberly Pickett <k ickett townofbenson.com>; Tim Robbins <[e-mail]>; Robinson, Jason
<iason.t.robinson ncdenr. ov>
Subject: RE: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension application
Hi Zak,
There are several applications ahead of this one but we'll get to it asap. We have not heard from Christyn on the
variance request. We'll need comments from her prior to issuing the permit.
A cursory review of the application shows we need the following:
Item V must be fully completed. We need the downstream sewer permit number and system wide collection system
permit number.
i

Item U was marked "no". Was this marked 'no' because the variance is needed?
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3900 Barrett Drive
Raleigh, NC 27609
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From: Zak Shipman <zak@shiumaneneineering com>
Sent: Friday, September 11, 2020 11:10 AM
To: Cashion, Ted <[e-mail]>
Cc: Kimberly Pickett <[e-mail]>; Tim Robbins <[e-mail]>
Subject: RE: [External] RE: Lee Street Athletic Complex Improvements fast track sewer extension application
y • . 'External email. Do not click Ghks.or open attachments unless you verify: Send all suspicious email as an attachment to
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Good morning Ted,