WQ0041228_Application (FTSE)_20190927

State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
9DIvislon Nof Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: D [ 401 (to be completed by DWR)of +�✓ �
AR items must be cam leted or the application will be returned
L APPLICANT INFORMATION: J� �} V �vt
1- Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.) 3 6f
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3.
Signature authority's name: Paul M. Weeks PE per 15A NCAC 02T .0106 b
Title: City Engineer
4.
AppIicant's mailing address: 225 E. Weatherspoon Street
n
City: Sanford Stale: North Carolina Zip: 27330-
d
f0
5.
Applicant's contact information:
Phone number: 19 775-8010 Email Address: [e-mail]
II. PROJECT INFORMATION:
I.
Project name: South Park Apartments Phase 2
2.
Application/Project status: ® Proposed (New Permit) ❑ 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
3.
County where project is located: Lee
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.4� 2110V Longitude:-79.123424'
5.
Parcel ID (if applicable): 2660-38-1040
(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1.
Professional Engineer: Mark P. Ashness License Number: l 894
Firm: CE Groun, Inc.
Mailing address: 301 Glenwood Ave Suite 220
City: Raleigh State: -Nf Zip: 27603-
Phone number: 919 367-8790 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Ci1y of Sanford Big Buffalow WWTF Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numbers : L
{W "-' 1--, ( ) QQ b V, Downstream (Receiving) Sewer Size: 8 inch
5YS[r:m Widc C❑lleclion System Perttit Numhcr � if a livable : WQCS 06� ({'� I-�
Owner Name(s): Cit of anfor
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [-]No ®N+A
2. If the Applicant is a Developer of lots to be sold, has a Docloper's Operational Agreement -(FORM: DEV) been attached?
❑ Yes ❑No (EN)A
3. If the Applicant is a I Tome/Property Owners' Association, has an Oncrational Agreement (FORM: I1OA) been attached?
[-]Yes ❑No ®NIA
4. Origin of wastewater: (check all that appl) ):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential leased ❑ Retail with food preparation service ❑ Hotel and/or Motels
❑ School / preschool I day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool +Clubhouse
❑ hood and drink facilities ❑ Church ❑ Swimming Pool+Filter Backwash
❑ Businesses / offices 1 factories ❑ Nursing I tome ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % DomesticlCommercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
a,Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
:- Ir ves, provide a cony or now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow '"6
No. of Units
Flow
I -Bedroom Units
240 gal:unit
24
5,760 GPD
2-Bedroom Units
240 gaVunit
84
20,160 GPD
3-Bedroom Units
360 gal. -unit
12
4,320 GPD
Amenity Area
10 gaI.Terson
80
800 GPD
gal?
GPD
gal;'
GPD
Total
31.040 GPD
a See I SA NCAC 02T .0114(h), (d), (e)( 1) and (c)(2) for ca%cats 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 cast 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.01141 shall be
determined using available flow data, water using fixtures. occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 31,040 GPD (per 15A NCAC 02T .01 14)
;- Do not include future flows or previously permitted allocations
l I'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 floe expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravitv Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 404 CL 50 DIP
8 728 SDR-21 PVC
D Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D 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
VE01. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude:. Longitude: -_
3. Design flow of the pump station: - millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ 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) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h„)( D:
❑ Standby power source or pump with automatic activation and telemetry - 1SA NCAC 02T .0305(h)(1)(S):
D Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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(f) & !el
® Yes [:]No
➢ 15A NCAC 02T.0305fg) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's N_ C Surface Water Classifications wehnaee
➢ If noncompliance with 02T.0305 ore see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
➢ 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 I5A NCAC 02B .0200? ❑ Yes ❑ No ® NIA
➢ 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 021.0105c 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T;0I05(c)l6), 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 fines 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

C. CERTIFICATIONS:
Does the submitted system comply with 15A NCAC. 02T, the Minim im DeAgn Crit4ria for Lhe Permitting of puma Stations
and Furce Mains latest version), and the Gravity Sewer I4-tinimum DcsiQn Criteria latestycrsirjt!� as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required Prior to submittal of the Fast Track Application and supporting documents;.
2. ProfesMF'
er's Certification:
I'.�L—. . _attest that this application for
(Professional ngineer's name from Application Item
IIL1.)
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 143-2I5.6A 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 demur, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
�a994
r.
3. Applicant's Certification per15A NCAC 02T
I, " r --. att at this application for
(Signature Au rity's name & title km Application i I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil pena!a sjV to $25,000 per violation.
Signature: Date: ``
FORM: FTA 04-16 Page 5 of 5

,A.,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
PSn 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: South Park Apartments Phase 2
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible jar all pump
stations along the route of the proposed wastewater flow.
z
I. Complete this section only if you are the owner of the wastewater treatment plant. d
a. WWTP Facility Name: City of Sanford Big Buffalo WWTF CD
�m
b. WWTP Facility Permit #: NC0024147 M �
All flows are in M
C
C. WWTP facility's permitted flow 12.00000 0• ''
d. Estimated obligated flow not yet tributary to the WWTP 1.24661 C
e. WWTP facility's actual avg. flow 3.9020 Q "'
f. Total flow for this specific request 0.02960 «- A
g. Total actual and obligated flows to the facility 5.17821
h. Percent of permitted flow used 43.15%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
Caster's
W 0036837
4.032
1.61
1.02
0.04348
1.06348
0.54652
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Paul M. Weeks, Jr. RE 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.
Signing Official Signature
Title of Signing Official
!L
Date
Page 2 of 6
FFSE 10-18

T
SOUTH PARK APARTMENTS - PH 11
SANFORD, NC
CE GROUP
301 GLENWOOD AVE SUITE220
RALEIGH NC 27603
PHONE [phone]
www ceproupinc com
USGS OVERLAY EXHIBIT
AUGUST, 2019
e5
NORTH
2,000' 1 ,000' 0 2,000•
SCALE: 9" = 2,000'

VICINITY MAP
NTS

PROJECT NARRATIVE
The proposed South Park Apartments Phase 2 is located on a +/- 15.63 acre tract within
the within the City limits of Sanford. It is located west with the intersections of NC Hwy.
87 and Commerce Drive. The proposed development will ultimately consist of 120
apartment units that will included 1, 2, and2 bedroom units along with the development
of a clubhouse with an outdoor swimming pool and amenity area for an overall flow rate
of 29,600 gpd. The project will be constructed within a single phase and will be served
via gravity flow. Below is the calculation of the flow allocation required:
L
24 1-Bedroom Units @ 240 gpd = 5,760 gpd QAe
84 2-Bedroom Units @ 240 gpd = 20,160 gpd d�
12 3-Bedroom Units @ 240 gpd = gpd �— �( 3 ,f
Clubhouse w/Pool = 800�,7nd
Permitted Flow = 9, 1 gpd
There is an existing 8-inch sanitary sewer main located in the adjacent Commerce Drive
roadway. This will be the proposed connection location.

F
TO: NCDENR — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting
CE GROUP
301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
E-Mail: loeftegrouDinc.com
Transmittal
DATE: 9/27/19
PROJECT NO: 128-07
South Park Apartments Phase 2
Sanford, NC
REMARKS Please let us know if you require any additional information.

Cashion, Ted
From: Mark Ashness <[e-mail]>
Sent: Wednesday, November 06, 2019 3:37 PM
To: Cashion, Ted; Paul Weeks
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] RE: South park Apartments Phase 2 fast track sewer extension application
Attachments: Revised Page 2 Permit Application.pdf
IIW or open attaOfte'nts unless.you�verify. Send all suspicious email as an atk tbrnent to
Ted: Please find attached.
thx
Mark Ashness
P.E, LEED AP
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Cashion, Ted <ted.cash [e-mail]>
Sent: Wednesday, November 6, 201911:47 AM
To: Paul Weeks <[e-mail]>; Mark Ashness <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: RE: [External] RE: South park Apartments Phase 2 fast track sewer extension application
Paul and Mark,
Please address item 2 in our email below, and submit a revised page 2 item VI.7 and 8 showing the correct flow. We'll
continue review/drafting the permit upon submittal of this info.
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
Subscribe to Collection System & Sewer Permitting U 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.
From: Paul Weeks < [e-mail]>
Sent: Thursday, October 03, 2019 12:26 PM
To: Cashion, Ted <ted.cashion ncdenr. ov>; [e-mail]
Cc: Robinson, Jason <jai son.t.robinson a ncdenr.eov>; Deck, Erin M <[e-mail]>
Subject: [External] RE: South park Apartments Phase 2 fast track sewer extension application
w--.-
• �rnal -Ma il [3n not. click UIlk s v[�Qpen attachrnerrtsuntess you verify. SehI—skiSplflous ernaT[ �5 �n �#�[�.rQent.itar
Our collection system permit number is WOCS00047
Paul
From: Cashion, Ted [mailto:ted.cashion ncdenr.Qov]
Sent: Thursday, October 03, 201910:55 AM
To: Paul Weeks < ap [e-mail]>; [e-mail]
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>; Deck, Erin M <[e-mail]>
Subject: South park Apartments Phase 2 fast track sewer extension application
Hi Paul and Mark,
We are beginning review of the subject application. Please provide the following information:
1. Item V of the application was not fully completed. Please provide the downstream sewer permit number and
the collection system permit number as required. If the downstream sewer is extremely old and does not have
a permit, pls note this.
2. Item VI.7 has an incorrect flow calculation for the 3 BR units. The flow for 3 BR units should be 360 gpd each
(not 240 gpd). Pls revise the flow for the 3BR units, and the total flow for the project.
You may email the revised pages to us. Please call if questions.
Thx

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, November 06, 201911:47 AM
To: Paul Weeks; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: RE: [External] RE: South park Apartments Phase 2 fast track sewer extension application
Paul and Mark,
Please address item 2 in our email below, and submit a revised page 2 item VI.7 and 8 showing the correct flow. We'll
continue review/drafting the permit upon submittal of this info.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cash!on Ancdenr.sov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
D-...E
Dron'�ni ct (rtrramrnW 4z+'�
Subscribe to Collection Svstem & 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.
From: Paul Weeks <[e-mail]>
Sent: Thursday, October 03, 2019 12:26 PM
To: Cashion, Ted <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: [External] RE: South park Apartments Phase 2 fast track sewer extension application
• rn�l email. oa not click (Iola o Wen attacbments sinless you verify. "send aff suv7ctousemaif as an aGzMment to

Our collection system permit number is WQCS00047
Paul
From: Cashion, Ted mailto:ted.cashion ncdenr. ov]
Sent: Thursday, October 03, 2019 10:55 AM
To: Paul Weeks < aul.weeks sanfordnc.net>; mark ceeroupinc.com
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: South park Apartments Phase 2 fast track sewer extension application
Hi Paul and Mark,
We are beginning review of the subject application. Please provide the following information:
1. Item V of the application was not fully completed. Please provide the downstream sewer permit number and
the collection system permit number as required. If the downstream sewer is extremely old and does not have
a permit, pis note this.
2. Item V1.7 has an incorrect flow calculation for the 3 BR units. The flow for 3 BR units should be 360 gpd each
(not 240 gpd). Pis revise the flow for the 31311 units, and the total flow for the project.
You may email the revised pages to us. Please call if questions.
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
Subscribe to Collection System & Sewer Permitting Updates
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.

Cashion, Ted
From: Paul Weeks <[e-mail]>
Sent: Thursday, October 03, 2019 12:26 PM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: [External] RE: South park Apartments Phase 2 fast track sewer extension application
• Extern�:email- Do notctick-links or open attachments unless you ver4. Sind ill -suspicious email as an attachniont,to
Our collection system permit number is WQCS00047
Paul
From: Cashion, Ted [mailto:[e-mail]]
Sent: Thursday, October 03, 201910:55 AM
To: Paul Weeks <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: South park Apartments Phase 2 fast track sewer extension application
Hi Paul and Mark,
We are beginning review of the subject application. Please provide the following information:
1. Item V of the application was not fully completed. Please provide the downstream sewer permit number and
the collection system permit number as required. If the downstream sewer is extremely old and does not have
a permit, pls note this.
2. Item VI.7 has an incorrect flow calculation for the 3 BR units. The flow for 3 BR units should be 360 gpd each
(not 240 gpd). Pis revise the flow for the 3BR units, and the total flow for the project.
You may email the revised pages to us. Please call if questions.
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

Cashion, Ted
From: Paul Weeks <paul.wee ks @sanfordnc. net>
Sent: Thursday, October 03, 2019 12:17 PM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason; Deck, Erin M
Subject: [External] RE: South park Apartments Phase 2 fast track sewer extension application
ago,RERExtemal email. Do not dick-l}dks or -open attaclments unless yoe�verify. Sestd ell susplclous email as an attachment to
begb _ _S am n v __ r. ._
The downstream permit number is 16086
Paul M. Weeks Jr, P.E.
City of Sanford
City Engineer
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27330
(o) 919-777-1119
(o) 919-777-1122
From: Cashion, Ted [mailto:[e-mail]]
Sent: Thursday, October 03, 2019 10:55 AM
To: Paul Weeks <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: South park Apartments Phase 2 fast track sewer extension application
Hi Paul and Mark,
We are beginning review of the subject application. Please provide the following information:
1. Item V of the application was not fully completed. Please provide the downstream sewer permit number and
the collection system permit number as required. If the downstream sewer is extremely old and does not have
a permit, pis note this.
2. Item VI.7 has an incorrect flow calculation for the 3 BR units. The flow for 3 BR units should be 360 gpd each
(not 240 gpd). Pis revise the flow for the 3BR units, and the total flow for the project.
You may email the revised pages to us. Please call if questions.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources

Cashion. Ted
V4,oo�ldd8
From: Cashion, Ted
Sent: Thursday, October 03, 2019 10:55 AM
To: Paul Weeks; [e-mail]
Cc: Robinson, Jason; peck, Erin M
Subject: South park Apartments Phase 2 fast track sewer extension application
Hi Paul and Mark,
We are beginning review of the subject application. Please provide the following information:
I. Item V of the application was not fully completed. Please provide the downstream sewer permit number and
the collection system permit number as required. If the downstream sewer is extremely old and does not have
a permit, pis note this.
2. Item V1.7 has an incorrect flow calculation for the 3 BR units. The flow for 3 BR units should be 360 gpd each
(not 240 gpd). Pis revise the flow for the 3BR units, and the total flow for the project.
You may email the revised pages to us. Please call if questions.
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.gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
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