WQ0021392_Application (FTSE)_20240716

NC l.i pt GI Qunlit.{
State of North Carolina
Department of Environmental Quality
DwR�! JUL 16 209, Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvlslon of Water Resources PA1Pi/Tli P(�TiQ117Gl 0�ZL� FTA 10-23&SUPPORTING DOCUMENTATION
'
Application Number:W00021392 Modification (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Clayton(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:Joshua Baird per 15A NCAC 02T.0106(b}
Title: Engineering Director
4. Applicant's mailing address: PO Box 879
City: Clayton State: NC Zip: 27528-
5. Applicant's contact information:
Phone number: [phone] Email Address: ibaird(a�townofclaytonnc.ora
II. PROJECT INFORMATION:
I. Project name: Starmount Pump Station Decommissioning
2. Application/Project status: ❑ Proposed(New Pen-nit) ® Existing Permit/Project
If a modification,provide the existing permit number: WQ0021392 and issued date: unknown,
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: Johnston County
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.66198 Longitude: -78.45740'
5. Parcel ID(if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Bill Keaton License Number: 045626
Firm:Timmons Group
Mailing address: 5410 Trinity Road Suit 102
City: Raleigb State: NC Zip: 27607-
Phone number: [phone] Email Address:bill.keatonAtimmons.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Little Creek WRF Permit Number:NC-0025453
Owner Name:Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ0030569
2. Downstream(Receiving)Sewer Information: 12 inch ® Gravity F1 Force Main
3. System Wide Collection System Permit Number(s)(ifapplicable): WQCS00110
Owner Name(s): Town of Clayton
FORM: FTA 10-23 Page l 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 ® NA
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
❑ Yes ❑ No ® N'A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 t5(c)been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑ Car Wash
® Residential(Leased) ❑ Retail with food preparatiom'service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(fl? ® Yes ❑ No
➢ If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project: New Flow
Establishment Type(see 02T.0114(f)) Daily Design Flow'*b No. of Units Flow Existing FLO
Single Family Residential gal' 0 GPD 19,000 GPQ
gala GPD
gal/ GPD
gall GPD
gala GPD
'Previously
gall GPD permitted
L 17
Total 0 GPD 19,000* GPI
a See I SA NCAC 02T .0114(b), (d), (e)(1)and (e)(2)for caveats to wastewater design flow rates(i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per I5A NCAC 02T.0l 14(c),design flow rates for establishments not identified [in table 15A 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: 0 GPD(per 15A NCAC 02T .01 14 and G.S. 143-215.1)
➢ 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 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length (feet) Material
GRAVITY SEWER REPLACEMENT 8 1,058 C-900 PVC
GRAVITY SEWER ADDITION 8 814 C-900 PVC
UNDISTURBED GRAVITY SEWER 8 448 DIP
➢ Section 11&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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) 02T.0305&MDC (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: 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): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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
➢ 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 10-23 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(Q):
l. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&(rt)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) t8 inches
'Water 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-I waters of Class I or
Class II 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 02T.0305(f)or(e),see Section X.1 of this application
*I5A_NCAC 02T.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 webaaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no,please refer to I SA NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/scaled by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation rectuirements 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 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
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 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(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 NCAC 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 permittee 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
l. Does the submitted system comply with_15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(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 prooects requiring a variance approval may be subject to Ion er
review times.For ro'ects reguiriniz two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
I, Bill Keaton ,attest that this application for Starmount Pump Station Decommissioning
(Professional Engineer's name from Application item III I ) (Project Name from Application Item 11.1)
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 Criteria for Gravity Sewers(latest version),and the Minimum Design Crttena for_the Fast-Track Permrttinl;
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 143-215.6A 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. 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. (21 NCAC 56.0701)
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North Carolina Professional Engineer's seal,signature,and date:
:( to 07
a SEAL
045626
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Joshua Baird ,attest that this application for Starmount Pump Station Deeommsioni6`
(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.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include 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 penalties up to$25,000 per violation.
1
Signature: _ _ Date: 7/8/2024
FORM: FTA 10-23 Page 5 of 5

1
�
NC 13el,i of Envir3i?:..e-tal Qu,-,Ii J
State of North Carolina
Department of Environmental Quality
DWR JUL 16 2024 Division of Water Resources
Dlvlslon of Water Resources , Flow Tracking for Sewer Extension Applications
al'-LI��tC�Y'_�?I�iI�� (FTSE 10-23)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: Starmount Pump Station Decommission
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 wastewaterJlow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Little Creek WWTP
b. WWTP Facility Permit#: 002543
All flows are in MGD
c. WWTP facility's permitted flow LCWRF 2.5 - JoCo 1.4
Raleigh 1.75 - 5.65 MGD
d. Estimated obligated flow not yet tributary to the WWTP .9228
e. WWTP facility's actual avg. flow 3.488
f. Total flow for this specific request 0.0 (no new flow, 19,000 to
be transferred)
g. Total actual and obligated flows to the facility 4.411
h. Percent of permitted flow used 78.1%
11. 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 Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Clayton-
D WQ0021392 1.008 0.4150 0.4497 0.4497 0.8647 0.1433
*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.
Page 1 of 7
FTSE 10-23

Downstream Facility Name (Sewer): Sams Branch Interceptor
Downstream Permit Number: WQ0030569
III. Certification Statement:
I Joshua Baird 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� ej 4/1/2024
Signing Official Signature Date
Engineering Director
Title of Signing Official
Page 2 of 7
FTSE 10-23

5410 Trinity Road p 919.866.4951
T I M M d N 5 GROUP site 102 F 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607 www.timmons.com
July 15, 2024
Tanvir Pasha
RaleighState of North Carolina Department of mental Quality JUG
Regional Office Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609 R tpj`j,'Regio; I
d:
Fast Track Sewer Extension Application—Starmount Pump Stations Decommissioning
Mr. Pasha,
Timmons Group is pleased to submit the following Fast Track Sewer Extension Application on behalf of the Town of
Clayton. This review is for the modification of the existing Starmount Pump Station Permit(W00021392).This project
includes the replacement of 1,058 LF of 8"gravity sewer and the addition of 814 LF of 8"gravity sewer.448 LF of 8°
gravity sewer will remain undisturbed. The planned limits of disturbance are approximately 1.93 acres.
Once the sewer is permitted, built, and certified,the Town of Clayton will decommission the pump station. The
Regional Office will be notified to perform a site inspection to verify the new sewer exists and is in use, as well as that
the pump station has been shut down.
We look forward to hearing from you regarding this review. If you have any questions or need any additional
information, please don't hesitate to contact me at 704.790.2914 or bill.keatonFa,timmons.corn at your convenience.
Sincerely,
Bill Keaton, PE
Senior Project Manager
704.790,2914
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

• ® E
T I M M O N S GROUP Suite 102ity Road NC D.ep 1
14.$69.5¢63
YOUR viSION ACWEVEb THROUGH OURS Raleigh, NC 27607 www.tiimmons.coM
TRANSMITTAL, "1' 16 -�cY
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TO: Tanvir Pasha
State of North Carolina DEQ
Raleigh Regional Office Date: 07/15/2024 Job#: 50331
Water Quality Section Starmount Pump Station
Project: Decommissioning
3800 Barrett Drive
Reference:
Raleigh, NC 27609
Copies Sent To:
COPIES DATE NUMBER DESCRIPTION
2 07/15/2024 Cover Letter
2 07/09/2024 CK #95300 Application Fee $600.00
2 07/08/2024 FTA 10-23 Fast-Track Sewer System Extension Application
2 04/01/2024 FTSE 10-23 Flow Tracking for Sewer Extension Application
2 07/15/2024 USGS Topographic Ma
2 07/15/2024 Ariel Ma
2 07/15/2024 Ariel Mapwith Project Labels
2 07/15/2024 Exhibit— Starmount Gravity Sewer
2 07/15/2024 Starmount—Sewer Flow Calculations w Pump Data
2 07/15/2024 Starmount—Pump Down Field Date
2 04/23/2004 Engineer's Certification - Starmount Pump Station Relocation
2 07/02/2001 Flow Reduction Letter
THESE ITEMS ARE TRANSMITTED
If enclosures are not as noted, please notify us at once.
COMMENTS:
Thank you for your time in reviewing this application requesting modification to the existing Starmount
Pump Station Permit (WQ0021392). If you find there is any missing information or if you have any
questions, please do not hesitate to contact me at:
Bill Keaton
[phone]
[e-mail]
ENGINEERING I DESIGN I TECHNOLOGY

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Starmount - Pump Down Field Data
Starmount US 6 Ft Dia Wet Well: 212 gal/ft
Pump Down Results
7/13/2023 900 hiC of C-;;r�,;,:,e .�;
feet pumped X gals/ft / time(min)+ inflow = GPM
Test 1
Pump#1 JUL 1 6 ?024
0.21 212 1 8.90 53.07
Pump#2 ��`='-v'.'ti=i�fr
0.17 212 1 8.90 44.23
Average 48.65
Inflow YES
0.042 212 1 8.90
By: Chris H. , James S.

Pump 1 Start: 95 Pump 1 Stop: 97.5 2.50
Pump 2 Start: 97.5 Pump 2 Stop: 99.5 2.00

P'"CC1VED JUL 0 " 2001
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
Kerr'T. Stevens,Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL R£5OURCe5
July 2,2001
Mr. Steve Biggs, Town Manager
Town of Clayton
Post Office Box 879
Clayton,North Carolina 27520
Subject. Town of Clayton
Flow Reduction Approval
Johnston County
Dear Mr.Biggs:
On January 3, 2001, the Division of Water Quality received your flow reduction request for new
single-family dwellings in the Town of Clayton. The letter requests approval of a residential flow value of 250
GPD/residence for any future dwellings that may become tributary to the subject wastewater collection system.
The Division also received additional information on April 3,2001
The information provided flow records between January 1998 and November 2000 for the WWTP.
The evaluation also included the daily wastewater flows for a 33 day period from February 19 through March
23, 200I for a select 97 homes in accordance with 15A NCAC 2H .0219(l)(3).
Based upon the information submitted, the Division hereby approves the use of 250 GPD per single-
family residence in all applicable non-discharge permit applications for future sewer line extensions for the
Town of Clayton. This consideration applies to any applicable future projects submitted to the Division as well
as any projects which are currently under review. Regardless of the adjusted dr-sigg daily wastewater flow rate
at no time shall the wastewater flows exceed the effluent limits defined in the Toty 's NPDES Mrmit for the
treatment facility or exceed the capacity of the sewers downstream of any new sewer
If you have any questions or comments regarding this matter, please contact Mr. Kim H. Colson at
[phone] ext.540.
Si e ly,
Kerr T. Stevens
cc: Raleigh Regional Office
1617 Mail Service Center, Raleigh,North Carolina 27699 1617 Telephone [phone] Fox 919-715 6049
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

` Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
300 S.W.Broad Street • Post Office Box 1737 • Southern Pines, NC 28388
April 23, 2004
NCDENR,Division of Water Quality
Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: ENGINEER'S CERTIFICATION
Starmount Pump Station Relocation
DWQ Permit# WQ0021392, HUA No.: CT0005.300
Dear Sirs:
I, Michael C. Wicker, as the duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe weekly, the construction of:
PROJECT: Starmount Pump Station Relocation
PERMIT NO.: #WQ0021392
PERMITTEE: Town of Clayton, North Carolina
state that to the best of my abilities, due care and diligence was used in the observation of the
construction such that the project was observed to be built within substantial compliance and intent of
this permit: 15A NCAC 2H .0200 as applicable; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable and other supporting materials.
As per the conditions of the referenced Non-Discharge Permit, please find the following material
enclosed for your files:
• One(1) copy of the project"Record Drawings"
• One(1)copy of the Pump Station Design Calculations
Please feel free to contact this office should you have any questions or require additional information
regarding closeout of this project.
Respectfully,
HOBBS, UPCHURCH& ASSOCIATES, P.A. ram.
SM
Michael C. Wicker L
cc: Tim Simpson, Town of Clayton Engineer
Enclosures
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