WQ0041572_Application (FTSE)_20200420

State of North Carolina
Ow -
Department of Environmental Quality RDivision of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
blvislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. l (to be oampWW by DWR) L
All items mast be completed or the sonlication will be returned
L APPLICANT INFORMATION: It
1. ti
I. Applicant's name: Ci - tv of Wilson (company, municipality, HOA, utility, etc.) f
2. Applicant type: ❑ individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StaWCounty ® Municipal ❑ Omer
3. Signature authority's name: W.T. Bass IV PE per 15A NCAC 02T .0106tb1 uglily „(
Title: Director of Public Works �C,D t a fEnvixonm°ntgt Q
4. Applicant's mailing address., 1900 Herring Ave. B. } 1 S
City: r n State: = Zip: 2Z$�-1
_ MAR
S. Applicant's contact information: �e 0111i<1 exic"a
Phone number: = 399-M3 Email Address: bbassowilsonnc.org
11 PROJECT INFORMATION:
I. Project name: Evolve at Heritage -Public Outfall Sewer
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pemmit/Project
If a modification, provide the existing permit number. WQOOj& and issued date: NIA
If new construction but part of a mastarplan, provide the existing permit number. WQ002
3. County where project is located: witaorz
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.747347° Longitude: - 7.973835°
5. Parcel ID (if applicable): 3702-48-235I & 3702 59-5145
(or Parcel ID to closest downstream sewer)
III CONSULTANT INFORMATION:
1. Professional Engineer. Robert S. Bartlett license Number: 22M
Firm: Bartlett Engigearing A Surveying.PC
Mailing address: 1906 Nash Street N.
City. Wilson State: N—C Zip: 27893-
Phone number. ( i�, 2-QZO Email Address: rob a)bartletten .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Hominy Creels Water Reclamation Facilhy Permit Number. NCO023906
Owner Name: City of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(a): WQ_ Downstream (Receiving) Sewer Size: inch
S�stgg Wide Collection Sistem Permit Numberls)-Lif a plica ): WQCS
Owner Name(s): '
FORM: FTA 04-16 Page 1 of

V1. GENERAL REQUIREMENTS
If the Applicant is a Privately -Owned Public Ctility. has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®NiA
2. 1 f the Applicant is a Developer of lots to be sold. has a Developer's Operational Agreement (FORM: DI;V1 been attached'?
❑ Yes ❑No ®N?A
3. I f the Applicant is a I Iome`Pro erty 0%%ners' Association has an Operational A 6reement FORMI: I IOA been attached?
❑ Yes []No ®NiA
4. Origin of wastewater: (check all that apple):
❑ Residential Owned ❑ Retail (stores. centers. malls) Cl Car Wash
® Residential Leased ❑ Retail with food preparation service ❑ Hotel andior Motels
❑ School i preschool i day care ❑ Medical I dental 1 veterinary lacilities ❑ Swimming Pool iClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool- ilter Backwash
❑ Businesses / offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: I00 % DomesticlCommcrcial -% Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
%Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02'I, .0114(t)? [--]Yes [:]No
Y If yes, Provide a coov of flow reduction approval letter
7. Summarize W astewater generated by project:
Establishment Type (see 02T.01 I4(f)1
Daily Design Flow •
No. of Units
Flow
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
0 GPD
a See I5A NCAC 02T .0114 h d . e ! 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 oreast ol`the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T.01 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: Q GPD (per 15A NCAC 02T.01 14)
Do not include future flows or previously permitted allocations
lt'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 sealer with no new flow expected
❑ Other (Explai n):
FORM: rTA 04-16 Page 2 o f 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC iGravlt % SewerJ:
J. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 527 DIP
12 2129 DIP
16 632 DIP
D Section H & M of the MDC for permitting of Gravity Sewers contains information slated to design criteria
Section M contains information related to minimum slopes for gravity sewer($)
D Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
V13L POMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & MDC (PMg Statto!WForre Mainr):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT 1 . r __
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude. ° Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational points) of the pump($): gallons per mrinuto at feet total dynamic head (TDH)
S. 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 .03D5 t�lj:
❑ Standby power source or pump with automatic activation and telemetry -15A NCAC 02T .0305(h)(1)(B)
Y 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 rmar:ual 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):
>a 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.
D 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 & SEPARAITONS — (02B .0200 & 15A NCAC 02T .0305(t))a
1. Does the project comply with all separations found in 15A NCAC 02T ,03051 & 11L, ® Yes ❑ No
D 1 SA NCAC 02T.03051n i contains alternatives where separations in 47T.0305{ f] cannot be achieved.
D �istream ch�ssifications can be identified using the Division's NC Surface water _C_ ]assifications webnaV
D If noncompliance with 24 T 0305(n or (9). sea Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ®No ❑ NIA
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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 enacted
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ® No ❑ NIA
)a This would include Trout Buffered Streams per I5A NCAC 2B4O202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
D Information can be obtained from the 401 & Buffer Pcrmi Etc H m,,h
5. Does project comply with 15A NC+,&C 02T.01 LgXO) (additional perrnits/certilications)? ® Yes ❑ No
Per 15A NCAC 02T,01051s)&, directly related environmental permits or certification applications are being; prepared, have
been applied far, or have been obtained. Issuance of this permit is contingent on issuance ofdependent permits (erosion and
sedimentntion control plans, slormwater management plans, etc.).
6. Does this project include any sewer collection lines that am deemed "high -priority?"
Per I SA NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to stneambanim that is subject to erosion that undermines or deteriorates the sewer.
® Yes ❑ No ❑ NIA
D If yes, include an attachment with details for each line, including type (serial line, size, material, and location).
High priority lines shall be Inspected by the permittee orits 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:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Ma'urs j latest yersionl, and the Grav:� Sewer Minimum Design Criteria (latest vessi as applicable?
® Yes ❑ No
If No, complete and submit the Varianee/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reguest is re uired prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
.-S. ajwt-
Engineer's name from Application Item M.1.)
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 outer 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 those 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 vi*tion._ k � ,
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name
Item 1.3.)
- SEAL' J
20106
�'•:cNGIw�:''
�n ••....•••1C�/:
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 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 143-215.4H, 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: ' NO Dept of Environmental Qt1IW* 1z elp
MAR 19 2029
Raleigh Regional Office
PORN: FTA 04-16 Page 5 of 5

NCDept of Enonme°tat Quality State of North Carolina
Department of Environmental Quality
,4 Division of Water Resources
4 MAR 9 2020
❑Ivision of Water Resout€ps Flow Tracking for Sewer Extension Applications
R�gxonal Office (FTSE 10-18)
Entity Requesting Allocation: City of Wilson
Project Name for which flow is being requested: Evolve at Heritage
More than oue FTSE may be required for a single project if oe oiplrer of the WWTP is riot responsible for all pump
stations along Ate route of Ate proposed wasteipaterflow.
I. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Hominy Swamp Water Rellamation Facility
b. WWTP Facility Permit #: NCO023906
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All floras are in MGD
14 MGD
1.11586
8.86 MGD
0.037
9.97856
71.27
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,
Total
Pump Pump
Daily
Current
Not Yet
Current Flow
Station Station
Firm
Flow**
Avg. Daily
Tributary
Pius
(Name or Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number) No.
MOD
MGD
MGD
MGD
Flow
Capacity***
3 WQCS00021
4.320
1.728
1.06
0.34957
1.4466
0.2814
4 W CS00021
6.264
2.506
1.66
0.33725
2.0343
0.4714
* 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 farm 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): Hominy Swamp Water Reclamation
Downstream Permit Number: NC 0023906
Page 1 of 6

III. Certification Statement:
I W.T. Bass IV, PE certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 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
artiar eIr' [4ie7
Title of Signing Official
Page 2 of 6
V'ror 1 A IQ

UNITED STATES
DEPARTMENT OF THE INTERIOR
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BARTLETT
ENG1N MG & WKMR PC
1906 Nash Street North Wilson, NC 27893-1726
Phone: [phone] Fax: [phone]
www.bartlett.tL&.com
March 17, 2020
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Public Offsite Sewer Extension
Evolve at Heritage
3761 Raleigh Road Parkway W.
Wilson, North Carolina
To Whom It May Concern:
NC Dept of Environmental Quality
MAR 19 2020
Raleigh Regional Office
Enclosed for your review and approval are two (2) copies of the following items related to the
above referenced project:
■ Fast Track Application for Gravity Sewers
■ Flow Tracking / Acceptance Form
■ Quad/Location Map
■ Aerial Photo
This project consists of 8", 12" & 16" DIP Gravity Public Sewer Extension to serve a proposed Multi -
Phase Apartment Complex located at 3761 Raleigh Road Parkway W. in Wilson, NC. Phase 1 of the
proposed complex will consist of 264 residential units, a clubhouse, pool house and a maintenance
building. This public outfall gravity sewer main extension is proposed to discharge into the existing
15" gravity main sewer line, located to the southwest of the project, within an existing 30' sewer
easement recorded in DB 2808 at Page 449. This proposed gravity sewer main extension will also
include some steel encased 16" DIP along with some 12" & 16" DIP installed upon piers.
P.,_PROJECT FILES',Evolve m IlcitagePmnitting,NCI)Eo Samtary seu cr outran' 19_o21 NCOENR 0utfall Sew Cava I.cttc.dac

t
Also enclosed is the $480.00 sewer permit application fee. Should you have any questions or
require further information during your review, please let us know.
Respectfully,
Steve iverio
Project Manager
Enclosures
P' _PROJECT PILES'+Evolve a Ilene dEPe nittitLB NCDEQ Sanitary Seca Outfall.l9_421 NCMR Outfall Sew Cover Lwa.doc

�LETT�+
� mump`i
1906 Nash 5tred North Wilson, NC 27893-1726
Phone: [phone]G4 Fax [phone]
sowW.bal'tlCtLu s.coM
April 20, 2020
State of North Carolina Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Public Off -site Sewer Extension - Evolve at Heritage
3761 Raleigh Road Parkway W. Wilson, North Carolina
Permit Section IX-6 (High Priority Lines)
Mr. Ted Cashion:
The above referenced previously submitted application includes lines that are deemed "high
priority" as indicated on the construction plans included herewith and as follows:
1. 475 LF of 16" Restrained Joint DIP gravity sewer on piers from L1 station 0+00 to 4+75,
which includes:
a. 20+/- LF (0+00 to 0+20+/-) adjacent to streambank and subject to erosion.
b. 68 LF (0+25 to 0+88) inside a 30" steel encasement pipe for an aerial creek crossing.
c. 387 LF (0+88 to 4+75) aerial or no cover within a flood hazard area.
2. 525 LF of 12" Restrained Joint DIP gravity sewer on piers from L1 station 6+50 to 11+75,
which includes:
a. 100+/- LF (6+75+/- to 7+75+/-) of aerial pipe within a flood hazard area.
b. 425+/- LF with very little or no cover within a flood hazard area.
3. 237+/- LF of 12" Restrained Joint DiP gravity sewer on piers from L2 station 0+00 to 2+37+/-,
which Includes pipe with very little or no cover within a flood hazard area.
The above conditions are indicated on sheets CP1 and CP3 of the construction plans.
Additional details are also provided on sheet CP3. Should you have any questions or require further
information during your review, please let us know.
Respettfull
Steve Oliverioi
Project Manager
Enclosures
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Cashion, Ted
From: Steve Oliverio <[e-mail]>
Sent: Monday, April 20, 2020 2:03 PM
To: Cashion, Ted; Robert Bartlett; Bill Bass
Cc: Robinson, Jason; Deck, Erin M
Subject: (External] RE: Evolve at Heritage - Public Outfall Sewer fast track sewer extension
application.
Attachments: 19 021 Public Outfall High Priority Cover Letter.pdf; Evolve Public Outfall Sewer 2nd
Sub.pdf
Uxternal emaiL Do nobelick links or,open attacfimbnts unless you verify. Send all suspicious email as an attaam' ent to
r20Drt.5Ra1T1 }r]cA24
Ted,
Please see that attached Cover Letter and updated plans as requested below.
Please contact us with any additional questions or comments.
Thank you.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING & SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartlett.us.com Ibartlett.us.coml
OUR MISSION: We will change the world ...
intentionally becoming better at providing
engineering and surveying solutions .. .
serving others ... serving Jesus Christ!
From: Cashion, Ted <[e-mail]>
Sent: Saturday, April 18, 2020 8:46 AM
To: Robert Bartlett <[e-mail]>; Steve Oliverio <[e-mail]>; Bill Bass
<[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Deck, Erin M <[e-mail]>
Subject: Evolve at Heritage - Public Outfall Sewer fast track sewer extension application.
We are reviewing the subject application. Item IX.6 of the application notes this project contains a high priority line. As
required by the application, please include an attachment with details for each line including type of high priority line(s)
(e.g.aerial), size of the line(s), line material, and location of the high priority lines).
We'll continue drafting the permit upon submittal and review of this information.
ted
Ted Cashion
Water Quality Regional Operations

Cashion, Ted
From: Cashion, Ted
Sent: Saturday, April 18, 2020 8:46 AM
To: '[e-mail]'; Steve Oliverio; 'Bill Bass'
Cc: Robinson, Jason; Deck, Erin M
Subject: Evolve at Heritage - Public Outfall Sewer fast track sewer extension application.
We are reviewing the subject application. Item IX.6 of the application notes this project contains a high priority line. As
required by the application, please include an attachment with details for each line including type of high priority line(s)
(e.g.aerial), size of the line(s), line material, and location of the high priority line(s).
We'll continue drafting the permit upon submittal and review of this information.
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
D -� E Q - 1
Csw+r.+wrt at f m rprnlr.:�l Qw�
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.

Cashion, Ted
From:
Ronald Fuentes <[e-mail]>
Sent:
Wednesday, April 15, 2020 4:52 PM
To:
Cashion, Ted
Cc:
Bill Bass; Robert Bartlett; Steve Oliverio
Subject:
RE: [External] Evolve at Heritage, Wilson N.C.
Attachments:
Evolve at Heritage Public FTA pg 2 of 5.pdf
iicternal email. Do not slick finks or open attachments unless you verify. Send all suspicous email as an attachment to
�rpprt.spamt9nc.goy - ---- ..
Ted,
Here's the attached revised 2"d page of the FTA for he public sewer that was previously submitted.
Ronald Fuentes
From: Bill Bass <[e-mail]>
Sent: Wednesday, April 15, 2020 4:30 PM
To: Cashion, Ted <[e-mail]>; Robert Bartlett <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: [External] Evolve at Heritage, Wilson N.C.
Ted,
We are fine with the flow allocation being in the private permit. We will get you the requested changes.
Bill
From: Cashion, Ted <ted.cash ion @ncdenr.sov>
Sent: Wednesday, April 15, 2020 2:36 PM
To: Bill Bass <[e-mail]>
Cc: Robinson, Jason <[e-mail]>
Subject: RE: [External] Evolve at Heritage, Wilson N.C.
CAUTION: This email originated from outside of the City of Wilson. Do not click links or open attachments unless you verify the
sender. Please forward suspicious emails to [e-mail]
Hi Bill,
Just following up on the email below.
Since we have the flow allocated in the private permit for this project, the public portion of the project can be 0 gpd.
If so, please send us a revised page 2 for item VI.7. You may email this page to us.
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 Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Cashion, Ted
Sent: Monday, April 13, 2020 3:57 PM
To: Bill Bass <bbass wilsonnc.org>; Ronald Fuentes <ronaldf bartletteng.com>
Cc: Robert Bartlett <[e-mail]>; Steve Oliverio <steve bartlettene.com>; Robinson, Jason
<iason.t.robinson ncdenr. ov>
Subject: RE: [External] Evolve at Heritage, Wilson N.C.
We have the flow for this project, 42,765 gpd, in the private permit.
Did you want to make the flow for the public permit 0 gpd?
If so, please send us a revised page 2 for item V1.7.
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]
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