WQ0045271_Application (FTSE)_20240627

Returned as wrong submission of an existing permit.
06/27/2024 State of North Carolina
rV[ Department of Environmental Quality
�eptoF Division of Water Resources
DWRE,�t,�r
kST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources �"�VIMI,�TA 10-23&SUPPORTING DOCUMENTATION
Applicatjbnn plumber: 4 -I (to be complctcd by DWR)
`1 �'11xia rz
All items must be coffi0leted 91 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(@townofclaytonnc.ore
II. PROJECT INFORMATION:
1. Project name: Starmount Pump Station Decommissioning
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: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 Grow
Mailing address: 5410 Trinity Road Suit 102
City: Raleigh State:NC Zip: 27607-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Liale Creek WRF Permit Number: Nc'-0025453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):W 0030569
2. Downstream(Receiving)Sewer Information: 12 inch X Gravity O Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCSS 001 10
Owner Name(s): Town of Clayton
FORM: FTA 10-23 Pagel 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 ®N/A
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.0115(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 preparation/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. Hasa flow reduction been approved under 15A NCAC 02T.0114(D? ® Yes ❑No
)0- If yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
Single-Family Home 250 gal/unit/day 93 23250 GPD
Apartments 240 gal/unit/day 16 3840 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 27090 GPD
a See 15A 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 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: 0 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1) 27,090 GPD was allocated
➢ Do not include future flows or previously permitted allocations before. However, this is a
new permit and the flow is
If permitted flow is zero,please indicate why: listed. FTSE will not change
❑ 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
8 1,872 C-900 PVC
8 448 ' Previous permit
➢ 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
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.I.b.❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ 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(f)):
1. Does the project comply with all separations/alteratives found in 15A NCAC 02T .03050)&(g,)? ® 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) 18 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-1 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(g), see Section X.I of this application
*15A NCAC 02T.0305(e)contains alternatives where separations in 02T.030 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 webpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NiA
➢ 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 ❑ No ❑ N,A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation 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 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 NCA(_02T.0105Lc)(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:
1. Does the submitted system comply with I SA 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 Rermi and ro'ects reguiring a variance approval may be subject 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 project,the full technical review is required.
2. Professional Engineer's Certification:
1, Bill Keaton ,attest that this application for Starmount Pump Station Decommissioni
(Professional Engineer's name from Application Item IT].I.) (Project Name from Application Item II.I)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
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 143-215.6A 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)
North Carolina Professional Engineer's seal,signature,and date: N-6 ,
a SEAL r' _
045626
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3. Applicant's Certification per 15A NCAC 02T .0106(b)�
I, Joshua Baird attest that this application foStarmount Pump Station Decommsioni
(Signature Authority Name from Application Item 1.3.' (Project Name from Application Item IL I)
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. 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.
I'
Signature: y'" Date: 2/16/2024
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
DWR
APB Department of Environmental Quality
3 2024 Division of Water Resources
F,g; Flow Tracking for Sewer Extension Applications
Division of Water Resources ?1(,'IglI
1..�'i?tl� (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 wastewater flow
I. 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#: QUW3 NCod S .6�
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%
If. 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- 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(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.
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
Signi4 Official Signature Date
Engineering Director
Title of Signing Official
Page 2 of 7
FTSE 10-23

Starmount US 6 Ft Dia Wet Well: 212 gal/ft
Pump Down Results
7/13/2023 900
feet pumped X gals/ft / time(min) + inflow = GPM
Test 1
Pump#1
0.21 212 1 8.90 53.07
Pump#2
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

Individual Pump Readings
18705 Satterwhite, 12/26/2022 10:25:31 AM 19604.19 19583.77 20.42 17799.19 17787.41 11.78 A 121 LAKE DR
James
18743 Callihan,Tim 1/2/2023 3:25:49 PM 19625.92 19604.19 21.73 17801.66 17799.19 2.47 A 121 LAKE DR
18773 Satterwhite, 1/9/2023 9:58:56 AM 19646.56 19625.92 20.64 17823.55 17801.66 21.89 A 121 LAKE DR
James
18832 Callihan,Tim 1/16/2023 11:16:14 AM 19670.43 19646.56 23.87 17843.76 17823.55 20.21 A 121 LAKE DR
18867 Norris,Stephen 1/23/2023 10:02:31 AM 19693.12 19670.43 22.69 17861.34 17843.76 17.58 A 121 LAKE DR
18900 Blalock,James 1/30/2023 8:38:40 AM 19712.01 19693.12 18.89 17883.06 17861.34 21.72 A 121 LAKE DR
18987 Kyer,Jake 2/6/2023 8:36:24 AM 19732.74 19712.01 20.73 17896.29 17883.06 13.23 A 121 LAKE DR
Satterwhite,
19022 2/13/2023 9:48:59 AM 19754.31 19732.74 21.57 17904.95 17896.29 8.66 A 121 LAKE DR
James _
19079 Bleau,Michael 2/20/2023 9:18:52 AM 19777.02 19754.31 22.71 17914.39 17904.95 9.44 A 121 LAKE DR
19146 Satterwhite, 2/27/2023 9:53:18 AM 19800.40 19777.02 23.38 17927.30 17914.39 12.91 A 121 LAKE DR
James
19198 Satterwhite, 3/6/2023 9:32:47 AM 19823.31 19800.40 22.91 17948.96 17927.30 21.66 A 121 LAKE DR
James _
19241 Bleau,Michael 3/13/2023 9:55:44 AM 19843.98 19823.31 20.67 17965.17 17948.96 16.21 A 121 LAKE DR
19278 Satterwhite, 3/20/2023 9:37:11 AM 19867.74 19843.98 23.76 17989.28 17965.17 24.11 A 121 LAKE DR
James _
19317 Bleau,Michael 3/27/2023 10:23:33 AM 19889.89 19867.74 22.15 18004.14 17989.28 14.86 A 121 LAKE DR
19396 Satterwhite, 4/3/2023 10:03:39 AM 19911.63 19889.89 21.74 18016.48 18004.14 12.34 A 121 LAKE DR
James
19483 Bleau,Michael 4/10/2023 8:16:06 AM 19936.79 19911.63 25.16 18048.69 18016.48 32.21 A 121 LAKE DR
19565 Satterwhite, 4/17/2023 10:42:50 AM 19962.97 19936.79 26.18 18072.92 18048.69 24.23 A 121 LAKE DR
James
19591 Kyer,Jake 4/24/2023 9:14:15 AM 19985.34 19962.97 22.37 18090.67 18072.92 17.75 A 121 LAKE DR
19683 Satterwhite, 5/1/2023 10:15:23 AM 20011.08 19985.34 25.74 18103.99 18090.67 13.32 A 121 LAKE DR
James
19718 Heffron, 5/15/2023 5:39:53 AM 20033.27 20011.08 22.19 18114.45 18103.99 10.46 A 121 LAKE DR
ChrlStODher _
19746 Satterwhite, 5/15/2023 9:36:27 AM 20054.62 20033.27 21.35 18141.19 18114.45 26.74 A 121 LAKE DR
James
19808 Heffron, 5/22/2023 9:42:05 AM 20076.82 20054.62 22.2 18170.51 18141.19 29.32 A 121 LAKE DR
ChristoDher _
19891 Norris,Stephen 5/29/2023 10:34:57 AM 20098.82 20076.82 22 18119.55 18170.51 -50.96 A 121 LAKE DR
19933 Heffron, 6/5/2023 10:42:28 AM 20122.61 20098.82 23.79 18222.79 18119.55 103.24 A 121 LAKE DR
ChrlStODher _
19992 Satterwhite, 6/12/2023 9:21:48 AM 20147.53 20122.61 24.92 18244.09 18222.79 21.3 A 121 LAKE DR
James
20072 Kyer,Jake 6/19/2023 8:33:14 AM 20169.76 20147.53 22.23 18264.34 18244.09 20.25 A 121 LAKE DR
20106 Bleau,Michael 6/26/2023 12:35:26 PM 20193.55 20169.76 23.79 18283.97 18264.34 19.63 A 121 LAKE DR
20164 Carroll,Dylan 7/3/2023 8:46:41 AM 20,215.27 20193.55 21.72 18,302.01 18283.97 18.04 A 121 LAKE DR
20208 Carroll,Dylan 7/10/2023 9:05:52 AM 20,239.21 20,215.27 23.94 18,322.42 18,302.01 20.41 A 121 LAKE DR
20251 Heffron, 7/17/2023 10:17:13 AM 20262.92 20,239.21 23.71 18342.18 18,322.42 19.76 A 121 LAKE DR
ChristoDher
20291 Satterwhite, 7/24/2023 9,45:31 AM 20287.17 20262.92 24.25 18364.33 18342.18 22.15 A 121 LAKE DR
James
20394 Carroll,Dylan 7/31/2023 10:00:13 AM 20311.18 20287.17 24.01 18388.12 18364.33 23.79 A 121 LAKE DR
20512 Satterwhite, 8/7/2023 9:48:37 AM 20334.68 20311.18 23.5 18406.81 18388.12 18.69 A 121 LAKE DR
James
20550 Heffron, 8/14/2023 9:56:23 AM 20361.82 20334.68 27.14 18427.62 18406.81 20.81 A 121 LAKE DR
ChristoDher _
20596 Satterwhite, 8/21/2023 9,32:05 AM 20387.52 20361.82 25.7 18453.60 18427.62 25.98 A 121 LAKE DR
James
20668 Heffron, 8/28/2023 10:22:51 AM 20415.37 20387.52 27.85 18475.82 18453.60 22.22 A 121 LAKE DR
ChristODher _
20708 Carroll,Dylan 9/4/2023 8:09:08 AM 20,439.03 20415.37 23.66 18,498.92 18475.82 23.1 A 121 LAKE DR
20759 Heffron, 9/11/2023 10:45:11 AM 20465.36 20,439.03 26.33 18528.22 18,498.92 29.3 A 121 LAKE DR
ChrlStODher _
20840 Satterwhite, 9/18/2023 11,10:34 AM 20488.78 20465.36 23.42 18555.83 18528.22 27.61 A 121 LAKE DR
James
20897 Heffron, 9/25/2023 10:20:11 AM 20514.92
Christopher 20488.78 26.14 18588.11 18555.83 32.28 A 121 LAKE DR
20926 Satterwhite, 10/2/2023 10,21:43 AM 20537.98 20514.92 23.06 18615.94 18588.11 27.83 A 121 LAKE DR
James
20964 Heffron, 10/9/2023 10:09:35 AM 20565.25
Christopher 20537.98 27.27 18641.55 18615.94 25.61 A 121 LAKE DR
21033 Satterwhite, 10/16/2023 9,23:19 AM 20590.74 20565.25 25.49 18669.03 18641.55 27.48 A 121 LAKE DR
James
21108 Heffron, 10/23/2023 10:34:27 AM 20616.29
ChfI5t0Dhef 20590.74 25.55 18696.1 18669.03 27.07 A 121 LAKE DR
21155 Satterwhite, 10/30/2023 10:49:38 AM 20646.48 20616.29 30.19 18719.96 18696.1 23.86 A 121 LAKE DR
James
21212 Bleau,Michael 11/6/2023 9:37:20 AM 20680.65 20646.48 34.17 18735.80 18719.96 15.84 A 121 LAKE DR
21260 Heffron, 11/13/2023 10:05:02 AM 20710.97 20680.65 30.32 18748.98 18735.80 13.18 A 121 LAKE DR
ChristoDher
21359 Satterwhite, 11/20/2023 10:45:21 AM 20741.87 20710.97 30.9 18761.97 18748.98 12.99 A 121 LAKE DR
James
21416 Heffron, 11/27/2023 10:25:07 AM 20781.92
ChfI5t0Dhef 20741.87 40.05 18777.23 18761.97 15.26 A 121 LAKE DR
21459 Satterwhite, 12/4/2023 10,43:44 AM 20822.25 20781.92 40.33 18792.67 18777.23 15.44 A 121 LAKE DR
James
Total Hours(During 343 Day Period) 1005.26
Average Hours(During 343 Day Period) r --
Average Hours(Per Day) 3,61 2.93
Average Hours(Per Day) Drawdown(gpm) IMinutesperHour I Wastewater Flow(6PD)
Pump 1 3,61 53 60 11,482.12
Pump 2 2,93 44 60 7,737.28
Total 19,219.40
12/6/2023 3:21:35 PM

5410 Trinity Road P 919.866.4951
T I M M O N S GROUP Site 102 F 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607 yywwllmmormcom
TRANSMITTAL,
State of North Carolina DEQ
TO: Raleigh Regional Office Date: 04/02/2024 Job#: 50331
Water Quality Section Starmount Pump Station t?'C
Project: Decommissioning ��Q
3800 Barrett Drive
Reference: ,!„
Raleigh, NC 27609
Copies Sent To:
COPIES DATE NUMBER DESCRIPTION
2 04/02/2024 Cover Letter
2 03/05/2024 CK#93226 Application Fee $600.00
2 04/02/2024 FTA 10-23 Fast-Track Sewer System Extension Application
2 04/02/2024 FTSE 10-23 Flow Tracking for Sewer Extension Application
2 04/02/2024 USGS Topographic Ma
2 04/02/2024 Ariel Ma
2 04/02/2024 Engineer's Certification - Starmount Pump Station Relocation
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 installation of gravity sewer. 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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5410 Trinity Road P 919.866.4951
T I M M Q N S GROUP suite 102 F 919.859.5663
YOUR VISION ACHIEVE0 THROUGH OURS Raleigh, NC 27607 wwwAlmmon.s.com
April 2, 2024 depr
State of North Carolina Department of Environmental Quality
Raleigh Regional Office Water Quality Section
3800 Barrett Drive of
Raleigh, NC 27609 4A
Fast Track Sewer Extension Application—Starmount Pump Stations Decommissionirlgt� ��?4
To Whom It May Concern: 4�7Q
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 installation of 8-inch gravity sewer. This project includes the installation of
approximately 1,884 FT of sewer. The planned limits of disturbance are approximately 1.93 acres.
The sewer will replace the existing Starmount Pump Station(Permit#WQ0021392). Once the sewer is permitted,
built, and certified,the Town of Clayton will request a formal recession of the permit listed above stating they are
decommissioning 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.keaton(a)timmons com 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

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 V
Non-Discharge Permitting Unit
1617 Mail Service Center 1�04
S
Raleigh, North Carolina 27699-1617 �,p �''%�
l
Re: ENGINEER'S CERTIFICATION
Starmount Pump Station Relocationd°1 Est
DWQ Permit#WQ0021392, HUA No.: CT0005.300 �!}
Dear Sirs: �Ca
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
PERMTTTEE: 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.
tom, &-._..-, w. sou.
Michael C. Wicker `
cc: Tim Simpson,Town of Clayton Engineer
Enclosures
Southern Pines, NC • Telephone [phone] Fax [phone] • e-mail:infoOhobbsupchutch.com
Myrtle Beach • Nags Head • Raleigh • Charlotte 6 Beaufort

5410 Trinity Road P 919.866.4951
T I M M O N S GROUP Suite 102 F 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607 www.timmons.com
TRANSMITTAL.
State of North Carolina DEQ
TO: Raleigh Regional Office Date: 04/23/2024 Job#: 50331
Water Quality Section Starmount Pump Station
Project: Decommissioning
3800 Barrett Drive
Reference:
Raleigh, NC 27609
Copies Sent To:
COPIES DATE NUMBER DESCRIPTION
1 04/23/2024 Comment Response
1 04/23/2024 FTA 10-23 Page 2 of Fast Track Sewer Extension Application
1 07/02/2001 Town of Clayton Flow Reduction Letter
1 04/23/2024 USGS Topo graphical Map
1 04/23/2024 Aerial Map
1 04/23/2024 Aerial Map with Project Labels
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Thank you for your time in reviewing the additional information requested for the Fast Track Sewer
System Extension Application. 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

• ��sss�
5410 Trinity Road P 919.866.4951
T I M M O N S GROUP Suite 102 F 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS. Raleigh, NC 27607 www.timmons.com
MEMORANDUM.
TO: Tanvir Pasha
FROM: Bill Keaton, PE, MA
Katherine Ellis, El
DATE: 04/23/2024
RE: Starmount Pump Station Decommissioning —Additional Information Request
Dear Mr. Pasha,
We received comments via email on April 18, 2024 for the Starmount Pump Station Decommissioning.
Below are our responses:
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project
number in your response.
Response: No this is not an ARPA funded project.
2. As this project is subjected to carry flow from the Starmount Pump Station, section VI.7
and 8 of the FTA needs to be completed to describe the source and amount of the flow.
Please be aware that the pump station will be decommissioned and recession of permit
WQ0021392 will be accomplished upon submission and approval of a complete
application for the newly proposed sewer line.
Response: Section V1.7 and 8 of the FTA have been completed. See attached document (page
2 of FTA). An approved flow reduction letter has also been attached.
3. Topographical map and/or the aerial map provided are not sufficient. Topo map is too
zoomed out to see anything. According to Section F of the Application Instructions, an
8.5-inch x 11-inch color copy of a USGS Topographic Map needs to clearly identify the
project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Also please indicate the direction of flow. Please make sure to include specific
legends for the pump station that will be decommissioned.
Response: An 8.5"x 11" aerial map with the project location is attached. An 8.5"x 11"
topographic map is also attached. The topo map includes the location of the proposed gravity
sewer, location of the Starmount Pump Station, location of the closest surface waters, the
direction of flow, and location of the downstream connection point to the existing gravity sewer.
An aerial map with the same labels is also included.
If you have any questions or need any additional information, please do not hesitate to contact me at
704.790.2914 or [e-mail] at your convenience.
Thank you,
Bill Keaton, PE, MA
Senior Project Manager
704.790.2914
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIs I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

- - MECEIVED JUL U " 2001
State of North Carolina 5 �
Department of Environment + . 1�- '`
and Natural Resources 0
Division of Water Quality lk
Michael F.Easley,Governor NCDENR
William G.Ross Jr.,Secretary
Kerr T.Stevens,Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
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(1)(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 design daily wastewater flow rate
at no time shall the wastewater flows exceed the effluent limits defined in the Town's NPDES permit for the
treatment faci lity or exceed the capacity of the sewers downstream of any new sewer extension.
If you have any questions or comments regarding this matter, please contact Mr. Kim H. Colson at
[phone] ext.540.
Si e ly,
.l I
Kerr T.Stevens
I
cc: Raleigh Regional Office
I
I
1617 Mail Service Center,Raleigh,North Carolina 27699-I617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Topographical Map
CLOSEST
SURFACE WATER DOWNSTREAM
CONNECTION
POINT (EXISTING --
GRAVITY SEWER)
CLOSEST STARMOUNT PUMP
SURFACE STATION
WATER (PS WILL BE
DECOMMISSIONED)
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4/19/2024, 9:07:23 AM 1:9,028
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USGS The National Map: National Boundaries Dataset, 3DEP Elevation
Program, Geographic Names Information System, National Hydrography
Dataset, National Land Cover Database, National Structures Dataset, and
National Transportation Dataset; USGS Global Ecosystems; U.S. Census
Bureau TIGER/Line data; USFS Road data; Natural Earth Data; U.S.
USGS
2021 USGS

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. ••Io
•I

4
® : . Hobbs, Upchurch & Associates, P.A.
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 U' `
Raleigh,North Carolina 27699-1617
� 5
Re: ENGINEER'S CERTIFICATION j J U N 1 2004
Starmount Pump Station Relocation L il i
DWQ Permit#-WQ0021392,HUA No.: CT0005.300 t,ON-DSCHARGE PEnfAITTItvv
Dear Sirs:
tip..
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. FE
SEAL
Michael C. Wicker
cc: Tim Simpson,Town of Clayton Engineer
Enclosures l`
(� t
Southern Pines,NC • 7elephore 910.692-5616 • Fax [phone] e-mail:info@hobbsupchurcconi__
Myrtle Beach • Nags Head Raleigh • Charlotte 9 Beaufort

Re: [External] Re: Starmount Pump Station Decommissioning-Additional Information
Request
Pasha, Tanvir <[e-mail]>
Thu 6/27/2024 10:39 AM
To:Katherine Traweek <[e-mail]>
Cc:Bill Keaton <[e-mail]>;Christopher Gallant <[e-mail]>
Dear Joshua, Bill, Chris, and Katherine,
As per the discussion today, dated 06/27/2024, in accordance with 15A NCAC 02T.0107,the project application is
being returned as incomplete. If you wish to pursue permitting for this project, please submit a completed
modification application accompanied by a new application fee for WQ0021392.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete,the applicant shall be advised how
the application or accompanying supporting information may be modified to make it complete.The staff
shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new application
fee."
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,2023[as
stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and Stormwater Fees,Section
12.14(a)].
Sewer Extension Permitting-1 NC DEQ
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
DE
NORTH CAROLINA
Department of Environmental quality
From: Katherine Traweek<[e-mail]>
Sent:Thursday,June 20, 2024 7:56 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Tanvir,

I will be scheduling a teams meeting for Thursday June 27th from 10-11am.
Thank you,
Katherine Traweek, El
Project Engineer/
TIMMONS GROUP I http://www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Office: 919.532.3280 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Pasha,Tanvir<[e-mail]>
Sent: Wednesday,June 19, 2024 10:17 AM
To: Katherine Traweek<[e-mail]>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
Hi Katherine, Bill, and Joshua,
After reviewing you additional documents, it seems to be more accurate for a modification of the WQ0021392
rather than a new permit with a portion of existing permitted sewer lines. If you want to discuss this further,
please see the availability below and schedule a team meeting.
June 21: 10AM - 1PM
June 26: 10AM - 12PM
June 27: 10AM - 12PM
Thanks
Tanvir
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
tanvir.pashapdeq.nc.gov
DE
NORTH CAROLINA
Department of Environmental quality

From: Pasha,Tanvir<[e-mail]>
Sent:Thursday,June 13, 2024 12:53 PM
To: Katherine Traweek<[e-mail]>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
Hi Katherine,
Thanks for sending those documents. I will be reviewing them in the coming weeks and get back to you if
anything is needed.
Thanks
Tanvir
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D E
NORTH CAROLINA
Department of Environmental quality
From: Katherine Traweek<[e-mail]>
Sent: Wednesday,June 12, 2024 9:31 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
You don't often get email from [e-mail]. Learn why this is important
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Mr. Pasha,
I am verifying you received the requested documents for Starmount Pump Station Decommissioning.
Thank you,
Katherine (Ellis) Traweek, Ell
Project Engineer I
TIMMONS GROUP I http://www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Office: 919.532.3280 1 Fax: [phone]
Katherine.Traweekna.timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here

From: Katherine Traweek<[e-mail]>
Sent:Thursday,June 6, 2024 8:55 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
Mr. Pasha,
See the attached requested information for Starmount Pump Station Decommissioning. Below is what is included:
- FTA 10-23
o No wastewater is generated by the project.
- FTSE 10-23
o No new flow, but 19,000 GPD is to be transferred.
- Exhibit-Gravity Sewer
o Outlines the gravity sewer lines that will be added, undisturbed, or replaced.
-Starmount Pump Station -Sewer Flow Calculations with Pump Data
o Calculations for gallons per day of wastewater through the existing Starmount Pump Station.
-Starmount Pump Station - Pump Down Field Data
Please let us know if you have any questions or need any additional information.
Thank you,
Katherine (Ellis) Traweek, Ell
Project Engineer/
TIMMONS GROUP I http://www.timmons.com
610 East Morehead Street, Suite 250 1 Charlotte, NC 28202
Office: 919.532.3280 1 Fax: [phone]
Katherine.Ell isp__timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Pasha,Tanvir<[e-mail]>
Sent: Friday, May 3, 2024 8:08 AM
To: Katherine Ellis<Katherine.Ell [e-mail]>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: Re: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.

Received!
Thanks
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
er-o Q-E
NORTH CAROLINA
Department of Environmental Duality
From: Katherine Ellis<[e-mail]>
Sent: Friday, May 3, 2024 7:43 AM
To: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Cc: Bill Keaton <Bill.Keaton @timmons.com>; Christopher Gallant<[e-mail]>
Subject: [External] Re: Starmount Pump Station Decommissioning_Additional Information Request
You don't often get email from [e-mail]. Learn why this is important
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Mr. Pasha,
I am emailing for confirmation that you received the requested additional information for the Fast Track Sewer
System Extension Application for Starmount Pump Station Decommissioning. Please let us know if you need any
more information.
Thank you,
Katherine Ellis
Project Engineer l
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd. Suite 102 1 Raleigh, NC 27607
Office: 919.532.3280 1 Fax: [phone]
Katherine.Ellisp-timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here

From: Katherine Ellis<[e-mail]>
Sent:Tuesday,April 23, 2024 9:50 AM
To:[e-mail]<tanvir.pasha @deq.nc.gov>
Cc: Bill Keaton <Bill.Keaton @timmons.com>;Joshua Baird <[e-mail]>; Christopher Gallant
<[e-mail]>
Subject: Starmount Pump Station Decommissioning_Additional Information Request
Hi Mr. Pasha,
Bill Keaton shared the requested additional information for the Fast Track Sewer System Extension Application for
Starmount Pump Station Decommissioning. A document is attached with the requested additional information.
Please let me or Bill know if anything else is needed.
Thank you,
Katherine Ellis
Project Engineer 1
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd. Suite 102 1 Raleigh, NC 27607
Office: 919.532.3280 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.

Startmount Pump Station Decommissioning-Additional Information Request
Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Thu 4/18/2024 12:01 PM
To:Joshua Baird <[e-mail]>;[e-mail] <[e-mail]>
Hello Joshua and Bill,
After reviewing the Fast Track Sewer System Extension Application for Startmount Pump Station
Decommissioning, additional information is required in order to further process the application. Please
provide the following information by May 17, 2024, and note that the requested information must be
submitted within 30 days of this request, or the applicant will be required to submit a new application
and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so,-please include the DWI assigned ARPA project number in
your response.
2. As this project is subjected to carry flow from the starmount pump station, section V1.7 and 8 of
the FTA needs to be completed to describe the source and amount of the flow. Please be aware
that the pump station will be decommissioned and recession of permit WQ0021392 will be
accomplished upon submission and approval of a complete application for the newly proposed
sewer line.
3. Topographical map and/or the aerial map provided are not sufficient. Topo map is too zoomed
out to see anything. According to Section F of the Application Instructions, an 8.5-inch x 11-inch
color copy of a USGS Topographic Map needs to clearly identify the project area, including the
closest surface waters, general location of the gravity sewer, pumpstations, and force mains, and
the downstream connection points for the receiving sewer. Also please indicate the direction of
flow. Please make sure to include specific legends for the pump station that will decommissioned.
You can appropriate documents electronically.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new
application fee"
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,
2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and
Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)