WQ0043520_Application (FTSE)_20220527

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State of North Carolina
DWR
Division of Water Resources
MAY 2 7 2022
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh Regional OfficaTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WO W `f 3 5a4:ao be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuauav-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Michael Wagner per 1M tic,i5C 02T .OIO6Ib)
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City: Fuquay-Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number: (919) 567-391.1 Email Address: mwagner(a7fuquay-varina.org
11. PROJECT INFORMATION:
1. Project name: Atwater Phases 1, 2, 3, & 6
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.625172 Longitude: -78.787468°
5. Parcel ID (if applicable): 0668224658, 0668420610. 0668338441 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Bryant Inge, PE License Number: 050756
Firm: WithersRavenel
Mailing address: 115 MacKenan Drive
City: Cary State: NC
Zip: 27511
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number: NC000066516
Owner Name: Town of Fuquay Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQCS00193 Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay Varina
FORM: FTA 06-21 Page 1 of 6

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DocuSign Envelope ID: 7C2CAE3C-93EE-4A6D-88DE-3E6CA8DEC2t}F
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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a fkveloper's Operational Agreement {FORM; I)1: ' been attached?
❑Yes El No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA?POA Orerationa! Agrcctxent {FORM: HOA1 and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103 2 )
If Industrial, is there a Pretreatment Program in effect? ❑ YesD No
6. Has a flow reduction been approved under 15A NCAC 021.- .01141.0? ❑ Yes ® No
➢ lives. provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow °.b
No. of Units
Flow
4-bedroom single family
300 gal/GPD
73
21,900 GPD
3-bedroom single family
225 gal/OPD
72
16,200 GPD
gall
GPD
gal/
GPD
14 1)$ 4ppr./e& i21i'21 .f.r 7r
gal/
GPD
1o45.r.4 4tite4i)-y M►i
gal/
GPD
Total
38,100 GPD
a See ISA NCAC 02T .0l 14(b), Id), le}( I) and {0{2} for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facili ies located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in (;. S_ 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC: 021.4i l4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 38.100 GPD (per 1A NAC 02T .tot l4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 6

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DocuSign Envelope ID. 7C2CAE3C-93EE-4A6D-88DE-3E6CA8DEC2OF
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC' {G ravIty Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,080
SDR-35
8
1,294
C-900
8
1,127
DIP
➢ Section II & 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)-02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Atwater Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.623666 Longitude: -78.782966
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.295 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 205 gallons per minute (GPM) at 60 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
2,134
C-900 DR-18
If any portion of the force main is less than 4-inches in diameter, please identify the me hod of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I SA NCAC 02T ,0305th1 1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I5A 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
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 6

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DocuSlgn Envelope ID; 7C2CAE3C-93EE-4A6D-88DE-3E6CA80EC2OF
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(i) & (r ).? ® Yes ❑ No
I5A NCAC 02T.0305(f1 contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, 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-1 waters of Class 1 or
Class I1 impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02 I.O (5t l) or (0, see Section X.1 of this application
*15A NCAC Q2T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpag;e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes 0 No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separat ion requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 028.0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.02Q2
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with I_A NCAC 02T.0105(c1ii) (additional permits/certifications)? ® Yes 0 No
Per 15A NCAC 02T,01051c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A cAc. 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permiltee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 6

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DocuSign Envelope ID: 7C2CAE3C-93EE-4A6D-88DE-3E6CA8DEC2OF
X. CERTIFICATIONS:
1. Does the submitted system comply with I5A NCAC 021-, the Mininium Design .Criteria for the Permitting of Pump Stations
and Force Mains (latest versQ3) and the Gravity Sewer Minimum Desi ;ri Criteria i latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval mar be subiect to longer
review times. For nroiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the nroiect. the full technical review is required.
2. Professional Engineer's Certification:
I, Brvant Inge. PE , attest that this application for
(Professional Engineer's name from Application Item 1I1 ! )
Atwater Station Phases I, 2, 3, & 6, excluding sewer puma station design criteria, which is certified by ,1a wow rc 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, Minimum
pesigq Criteria for Graviqe Sewers {latest version), and the Minimum Design Criteria f olhc Fast -Track Permitting of Pump
5lations and Force Nuns (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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (2I NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
4. I, Michael Wagner attest that this application for Atwater Station Phases I, 2, 3, & 6
(Signature Authority Name from Application Item 13 )
(Project Name from Application Item 11.1)
attest that this application 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. 1 understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143415.6B, 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 exceeds I�,O0Q as y 11 c' it penalties up to $25,000 per violation.
Signature:
Date: 12117/2021
FORM: FTA 06-21 Page 5 of 6

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DocuSign Envelope ID: 7C2CAE3C-93EE-4A6D-88DE-3E6CA8DEC2OF
X. CERTIFICATIONS:
5. Does the submitted system comply with I5A NCAC 02i, the Minimum Desigq Criteria for the Perm, ittjt g of Pump Stations
and Force Main;i{latest version), and the Gravity Scwcr Minimum Design Criteria t latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office, Approval of the request will be issued
concurrently with the annroval of the permit. and protects requiring a variance approval may be subiect to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the protect. the full technical review is required.
6. Professional Engineer's Certification:
I, David McClure, PE , attest that this application for Atwater Station Phases I, 2, 3, & 6 - Pump Station & Force A tale Onlr
(Professional Engineer's name from Application Item III I) (Project Name from Application Item 11. l)
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,
Minimum Design C riterla for Gravity Sewers t latest version), and the Minimum Dcsitn Criteria for the Fast -Track
Pcrrnittinc of Puma Stations and Force Mains (lalesi verion). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A
statement, representation, or certification in any application
include a fine not to exceed $ I0,000, as well as civil penalties
information, including failure to disclose any design non-com
the North Carolina -licensed Professional Engineer to referral
and 143-215.6B, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation. Misrepresentation of the application
pliance with the applicable Rules and design criteria, may subject
to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
7. Applicant's Certification per 15A NCAC 02T .0106(b):
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I, Michael Wagner attest that this application for Atwater Station Phases 1, 2, 3, & 6
(Signature Authority Name from Application Item 1 3) (Project Name ftom Application Item 11.1)
attest that this application 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. 1 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 I4,3-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: 12/17/2021
FORM: FTA 06-21 Page 6 of 6

D7
Division of Water Resr
NC Dept of Environmental Quality
MAY 2 7 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
low Tracking for Sewer Extension Applications
Raleigh Regional Office (FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Atwater Station Phases 1, 2, 3, & 6
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: Terrible Creek WWTP
b. WWTP Facility Permit #: NC0066516
Allflows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 1.103
e. WWTP facility's actual avg. flow 1.284
f. Total flow for this specific request 0.025
g. Total actual and obligated flows to the facility 2.387
h. Percent of permitted flow used 79.56%
I[. 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 Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Basal 0032764 1.2-mgd .480-mgd .173-mgd 0.199 0.357 0.123
Atwater WQCS00193 .360-mgd .144-mgd .000-mgd .000 .000 .000
* 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): Terrible Creek WWTP
Downstream Permit Number: NC0066516
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Michael Wagner 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.
/4..4
05/26/2022
Signing Official Signature Date
Public Utilities Director
Title of Signing Official
Page 2 of 6
FTSE 10-18

�■ WithersRavenei
I. Our People. Your Success.
May 26, 2022
Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: Atwater Station Phases 1, 2, 3, & 6
Sewer System Extension Permit
To Whom It May Concern:
NC Dept of Environmental Quality
r
MAY 2 7 2022
Raleigh Regional Office
On behalf of Baker Residential, please find the attached documentation in support of a Fast Track Application (FTA
06-21) for the referenced project. As noted in the application, this project will consist of 1,127 LF of 8" DIP and
1,294 LF of 8" C-900, and 3,080 LF of SDR-35 sewer located along Bass Lake Road and James Slaughter Road in
Fuquay-Varina. The sewer proposed within this application will service 145 single family homes within the
subdivision.
There will be two separate Engineer's Certification pages included with the application; one for the gravity sewer
and one for the pump station/force main. We would like to specifically request that the gravity sewer and pump
station/force main be included within the same permit.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions as well as
DWR's minimum design criteria for pump stations/force mains. The design flow rate for this project is calculated
at 25,938 gpd based on NCAC 2T. The proposed sanitary sewer lines, pump station and force main are more than
adequate to convey the design flow rates.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application properly executed and includes separate signature pages
for gravity sewer and pump station/force main (FTA 06-21)
• Row Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10-18)
• USGS Map
• Street Level Map
• Check for $480.00 to NC DEQ
If you have any questions regarding this request or if you require any additional information, please feel free to
contact me at 919-469.3340 or [e-mail].
Sincerely
WithersRavenel
Biy nt Inge, PE
Project Manager
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 I f: 919.467.6008 j www.withersravenel.com I License No. F-1479
Cary I Greensboro I Pittsboro Raleigh Wilmington

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'. Our People. Your Success
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
t: 919.469.3340 1 f: 919.467,6008
TO: NCDEQ - Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
WE ARE SENDING
YOU THE
FOLLOWING
ITEMS:
®Attached
❑Shop Drawings
❑Copy of Letter
Letter of Transmittal
NC Dept of Environmental Qualiil,
MAY 2 7 2022
05/24/2022
Ivan Barham
Atwater Station - Phases 1, 2, 3, 6
1" Submittal - Sewer
❑Under Separate Cover Via
❑Prints ❑Plans
❑Samples
❑Specifications
DChange Order ❑Disk ❑Other
COPIES
1
DESCRIPTION
Plan Set (one full size, one half-size)
1
Cover Letter/Narrative Description
1
Fast Track Application (FTA)
1
Flow Tracking/Acceptance Form (FTSE)
1
USGS Site Map (8.5x11)
1
Street Level Map (8.5x11)
1
Application Fee ($480, Check #6476)
1
Thumb Drive with All Submittal Items
THESE ARE TRANSMITTED as checked below:
® For approval ❑Approved as submitted
❑ For your use ❑Approved as noted
❑As requested ❑Returned for corrections
❑ For review and comment ❑Other
❑Resubmit copies for approval
❑Submit copies for distribution
❑Return corrected prints
❑FOR BIDS DUE ❑PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO.
SIGNED: Bryant Inge, PE
QA/QC: