WQ0043786_Application (FTSE)_20220914

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: -wi3-7 9_6 (to be completed by I)WR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Middlesex (company, municipality, I IOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Luther H. Lewis Jr. per IAA NCAC 021.0loubt
Title: Mayor/Town Administrator
4. Applicant's mailing address: P.O. Box 69
City: Middlesex State: NC 'Lip: 27557- _ T/ iy 1 z
5. Applicant's contact information:
Phone number: [phone] Email Address: tuharvey0townofmiddlesexnc.com
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11. PROJECT INFORMATION:
q? jt�A'Ttl
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I. Project name: Middleton Farms Phase I and 2
L
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If 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: Nash
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.795519 Longitude:-78.217702
5. Parcel ID (if applicable): 008861 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Ihomas S. Smight, Jr PF'., PLS License Number: 20234
Firm: Bateman Civil Survey Co.
Mailing address: 2524 Reliance Avenue
City: Apex State: NC Zip: 27539-
Phone number: [phone] Email Address: tom(&batemancivilsurve,
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Little Creek WWTP Permit Number: NCO079316
Owner Name: City of Raleigh
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
L Permit Number(s): WQ0079316
2. Downstream (Receiving) Sewer Information: 8 inch R Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSp t. %
Owner Name(s): Town of Middlesex
FORM: FTA 06-21 Page 1 or

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 ® Nr`A
2. If the Applicant is a Developer of lots to be sold, has a C)cvclt?Ver'� (.lperational�rnent FORM DEY1 been attached?
❑ Yes [:]No ® NIA
3. Ifthe Applicant is a IlomelProperty Owners' Association, has an HCA::PQA ORerationalAmemeat F� RM O and
supplementary documentation as required by 15A NCAC 02T,01 ! 5(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) El Retail (stores, centers, malls) El Car Wash
❑ Residential (Leased) ❑ Retail with food preparationlservice ❑ Hotel and/or Motels
❑ School / preschool e 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 ! A- C C T .01 QQM)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NC; A .02 T .01 14f I ? ❑ Yes ® No
If es rovide a copy of flow reduction approvaI letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
121 Single Family homes w'4.5 bedrooms
Daily Design Flow'-b JNo. of Unitsl Flow
120 gal. -Bedroom 1 545 beds 1 65,400 GPD
gal/
gal!
gali
gal'
gat'
GPD
GPD
GPD
GPD
GPD
Toial
65,400 GPD
a See 15A NCAC 02T.01 14tb). t.d). [ II) ttd felt for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in C,,S. 42A_4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02101 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 65.400 GPD (per 1 SA NCAC 02 0114)
➢ 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):
DORM: FTA 06-2I
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC Gravit Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
6,813
SDR-35 PVC
8
1,084
DIP
0
y Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
y Section Ill contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0 0 &MDC Pum 5tations/F r e 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)
S- 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 (TDI-1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (Feet) I 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 liar Screen ❑ Other (please specify) _ _
6. Power reliability in accordance with I5A NC'AC 021' .0305(h)( I ]:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - I SA NCAC 02T.0305(h)(1)(B),
L Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Z 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.
;w 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 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations. -'alternatives found in A NCAC 0.2T .0 5(f) & f L? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum SeDarations 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)
Reclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
**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)
**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.
Any building foundation (horizontal)
Any basement (horizontal)
Top slope of embankment or cuts of 2 feet or more vertical
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
18 inches
2 feet
100 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
�- If noncompliance with 02T,0305f or see Section X.I of this application
*1 5A NCAC 02T, 3Q 05tg) contains alternatives where separations in 21 ZID.P__ {M 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 C'lassifirstions +vehpa�e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N'A
+� I f no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signedisealed 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
r Please provide supplementary information identifying the areas of non-conformance.
Y See the Division's draft separation requirements for situations where separation cannot be met.
r 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 butler rules? ® Yes Basin name: Neuse River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 1 .A NCAC 0213.0200 ® Yes ❑ No
,► This includes Trout Buffered Streams per I5A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
r Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with j,5&NCAC 02T.0105IcX ) (additional permits/certifications)? ® Yes ❑ No
Per ,_5A NJLAC 02DIIID3 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.).
Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Pert 5A 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.
Aw 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 permtttee 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 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A�\[CAC'. 02T, the _r�snum I]csig iCritcria..for the Pctrnitti.ng of Puma 5tatiana
and Force Mains tlatost version1. and the GraviiX 5mer Minimum Design Criteria (latest vcrsianj 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 reauest will be issued
concurrently with the approval of the permit, and prolects reauiring a variance approval may be subject to longer
review times r projects aquiring two or more varianM or where the variance Is determined by the Division o be a
significant portion of the protect the full technical reAew ig.ry ulr
2. Professional Engineer's Certification:
I, Th', M 4,s S • :rattcst that this application for f � � 14L+dr% Fek f �st
(Professional Engineer's name from A plies on It m IIl.1.) (Project Name from Application Item IIA )
has been reviewed by lute 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 Dcsign C:ritcria for Gravity 9cwcm {latest version}, and the Minimum Dcsigg Criteria for the Fast -Track Permitting
of Pump Stations and I+orcLMainp.(1"t vers'UJ. 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 143-215.6131, 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, LLTR A. i.et.cs_�!. , attest that this application for I+ I.iG7U+J '��RA,i ��t
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item It.1)
attest that this application has been reviewed by we 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.
Signature: 8�4��
Date:
FORM: FTA 06-21 Page 5 of 5

DWR
f}Irision of Water Retinurce %
Entity Requesting Allocation:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Town of Middlesex
Project Name for which flow is being requested: Middleton Farms Phase l and Phase 2
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 wastewaterflow.
low.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: N/A
b. WWTP Facility Permit #: N/A
C.
d.
e.
WWTP facility's permitted flow
Estimated obligated flow not yet tributary to the WWTP
WWTP facility's actual avg. flow N/A
65,400 gpd / .065MGD
.065 MGD + .065 MGD = .130MGD
N/A
H. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow. Total flow including
this request
List pump stations located between the project connection point and the WWTP:
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
Pump
Pump Station Station
(Name or Permit
Number) No.
LS #10-Corbett Pond
LS #08-Selma Rd 1 Nash St
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Firm / pf),
MGD MGD
0.20 MGD 0.08 MGD
0.610 MGD 0.25 MGD
LS #06-Mudeat #2 0.910 MGD 0.364 MGD
All flows are in MGD
N/A
N/A
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Approx.
Obligated,
Total
Current
Not Yet
Current
Avg. Daily
Tributary
Flow Plus
Flow,
Daily Flow,
Obligated
Available
MOD
MGD
Flow
Capacity***
0.005 MGD
0.031 MGD
0.036 MG
0.075 MGD
0.065 MGD
0.065 MGD
0.13 MGD
0.12 MGD
0.065 MGD
0.044 MGD
0.109 MGD
0.299 MGD
LS #07-Mudcat #1 0.530 MGD 0.212 MGD 0.065 MGD 0.044 MGD 0.109 MGD 0.147 MGD
* 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 :5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
City of Raleigh
Page 1 of 6
FTSE l 0-18

III. Certification Statement:
I Luther Harvey Lewis, Jr. 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.
�gnijfg Official Sgnature
Mayor - Town of Middlesex
Title of Signing Official
11/30/2022
Date
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Raleigh
Project Name for which flow is being requested: Middleton Farms Phase 1 and Phase 2
More than one FTSE ma), he required for a single project if Tire owner of the WWTP is not responsible for all pump
stations along the route of Tire proposed wasteivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a.
WWTP Facility Name: Little Creek Resource Recovery
Facility
b.
WWTP Facility Permit #: NCO079316
All flows are in MGD
c.
WWTP facility's permitted flow
2.200
d.
Estimated obligated flow not yet tributary to the WWTP
0.901244
e.
WWTP facility's actual avg. flow
0.83
f.
Total flow for this specific request
0,06540
g.
Total actual and obligated flows to the facility
1.731244
h.
Percent of permitted flow used
78.69%
H. 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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Dailv Flow"
Current
(Name or
Permit
Capacity, * (Firm 1 pn,
Avg. Daily
Number)
No.
MOD MOD
Floe, MOD
(C)
(D)-(B+C)
Obligated,
Not Yet
Tota: Current
Tributary
Floe- Plus
Dail) Flow.
Obligated
MOD
Flow
(E)—(A-D)
Available
Capacity ** *
* 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): City of Raleigh's Collection System
Downstream Permit Number: WQCS00002
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jonathan W Ham _ 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.
Digitally signed by Jonathan W Ham
Jonathan W Ham OU C=Us, Emjties, C =Jonat raleighnc.gov, O=City Raleigh,
OU=Public Utilities, CN=Jonathan W Ham
Date. 2023.01.05 14.23:44-05'00'
Signing Official Signature Dale
Development Services Manager
Title of.Figning Official
Page 2 of 6
FTSC 10-18

BCSC
'ra►�:j 8AIrEMAN CIVIL SURVEY COMPANY
2524 Reliaare Avenue
Apex, Norm Carolina 27539
FOR: Raleigh Regional Office
Water Quality Regional Operations
ATTN: Jason T. Robinson, PE
512 N. Salisbury Street, rm 216
Raleigh, NC 27604
919-791-4200 - Office
DATE: December 21, 2022
Phone: [phone]
inb@batemamvilsµrvey cam
RE: 22-0085 .Middleton Farms NCO464050_Town of Middlesex _Nash County
Middleton Farms Water Distribution — Comment Response #1
Application for Approval
To Whom It May Concern:
The sewer extension for the above -mentioned project has been submitted for approval and we received comments on
October 25, 2022. The comments have been addressed as follows:
Water Qualft R lonal Office
Jason T. Robinson eson.t rob1ns:a cdenr. v [phone].
1) Items IV & V were left blank. Please complete these Sections.
Response: These sections have been revised,
2) The narrative states this permit will include 121 lots, but Section VI.7 show 545 bedrooms. Please clarify the total
number of homes and bedrooms..
Response: The narrative has been revised to include the 121 lots.
3) Section VI.6 is checked 'No' for a €tow reduction, and that's correct, Middlesex does not have an approved flow
reduction. However, Section VU uses 80 gal/bedroom, which is not the design flow from the 2T Rules. 120
GPDlbedroom should be used (min. of 240 per house). After specifying the number of homes/bedrooms, please
recalculate the flow using the correct design flow.
Response: The flows have been corrected to reflect the 120 GPD1bedroom as shown In the 2T Rules.
4) Item IX.4 is checked 'No" for being in a State -buffered basin. However, Middlesex is in the Neuse River basin and
subject to the Neuse Buffer Rules. This Item should be checked "Yes', and it should be confirmed that the project
meets the requirements.
Response: Item IX.4 has been revised.
5) Item IX.7 is checked 'No' for high -priority lines. Since there is almost 8,000 LF of gravity line, please confirm there
are no aerial crossings or sewedines positioned parallel to stream banks that are subject to erosion

Batemon Civil survey Company, PC
Page 2
Response: The sewer is being bored under the stream so there are no aerial crossings and all sewer lines are
outside the buffers of the stream.
6) The Flow Tracking Sheet (FTSE 10-18) that was included appears to include Middlesex's downstream pump
stations, and was signed by a representative of Middlesex. We'll also need a second FTSE form that includes
the values for the downstream treatment plant (Item 1), and signed by a representative of the downstream
treatment plant (Raleigh). It should also include any downstream pump stations in Raleigh's collection system.
It should show the correct requested flow on 1,f (after Item 3 above is addressed).
Response: The Flow Tracking Sheet has been updated and we have request a Flow Tracking form for Raleigh and
will provide it once we receive it back from Raleigh.
Kind Regards,
1
Douglas Cooper
Civil Engineering & Land Development
P: 919.577.1080
d,roo batemancivilsurve ,corn

F• ..��� If BCSC
NC f of i'rivl!'i11it11:'nial f�ua
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GATEMAN CIVIL SURVEY COMPANY S� i.
2524 Reliance Avenue Phone: [phone]
Apex, North Carolina 27539 info ] Jjiyj1s
��ry,%jvT fACC
FOR: NCDEQ—DWR
Raleigh Regional Office - WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: April 28, 2022
RE: Middleton Farms Subdivision - Fast Track Sewer Application
BCSC Proj #: 210116
To Whom It May Concern:
Please find the enclosed application, plans and supporting documentation for the Middleton Farms Subdivision for
your review and approval.
This project proposes the addition of 121 residential single family units. The project will be completed in 2 phases. At
this time, we are seeking to provide gravity sewer service for a total of 121 lots within phases 1 and 2 of the project.
The Town of Middlesex does not wish to restrict development in the area so they worked with us and the developer to
reach an acceptable daily flow rate that would allow the Town of Middlesex to provide an adequate level of service
while still allowing growth in the area and not further diminishing the towns sewer allocation from City of Raleigh.
Town of Middlesex was consulted and agreed to the number and types of units to reach an average daily flow that
could be accommodated by the current allocated flow. The flows, number of units and total daily flow are included on
the application form as required.
If you require additional information to complete the review and approval for this project, please contact me by phone
or email using the information located below.
Kind Regards,
Tim Grissinger
Civil Engineering S Land Development
P: 919.577.1080
I,gran , ec [e-mail]

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Batema Civil Survey Com an
= -0 i MIDDLESEX SUBDIVISION , Engineers Surveyors Planners
rti y k x M1 2524 Reliance Avenue, Apex North Carol na 27539
FAST TRACK SEWER APPLICATION MAPS Phone: [phone] Fax:[phone]
^' NCBELS FIRM No. C-2378

B C S C
BATEMAN CIVIL SURVEY COMPANY
2524 Reliance Avenue
Apex, North Caro -Ina 27539
T0: NCDEQ-DWR
Raleigh Regional Office- WQS
3800 Barrett Drive
Raleigh, NC 27609
DATE: September 7, 2022
RE: Middleton Fauns Subdivision — LETTER OF TRANSMITTAL
City of Middlesex
BCSC #210116
Phone. [phone]
[e-mail]
NC Dept of Environmental Qual't'
SEP 14 2022
Raleigh Regional Office
COPIES
PAPER CD ELECTRONIC
1 1
SHEETS
1
DESCRIPTION
Cover Sheet
1
1
8
DWR Application for Approval
1
1
6
FTA Application for Approval
1
1
1
USGS Topographical Map
1
1
1
Aerial Location Map
1
Payment by Check for Application
THESE ARE TRANSMITTED AS INDICATED BELOW:
X For Approval
NOTES:
PREPARED BY:
SIGNED: T24?'4�
DATE: September 7, 2022
RECEIVED BY:
SIGNED:
DATE:
X For Submittal
As Requested by Client

Robinson, Jason
From: Cooper, Douglas <d.cooper@ bate mancivilsurvey.com>
Sent: Thursday, January S. 2023 2:34 PM
To: Robinson, Jason; Lewis, Luther H; Thomas S. Speight, Jr., PE, PLS
Cc: Kurtz, Cassidy
Subject: [External) RE: RE: RE: Middleton Farms Phase 1 and 2 sewer extension
Attachments: Middleton Farms Ph 1- FTSE- 10-18 CITY OF RALEIGH JWH Signed.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Attached is the FTSE from City of Raleigh.
Regards,
Douglas Cooper, PE, PLS
Senior Project Manager
Civil Engineering & Land Development
BCSC
t • ...•.
fs.+TEMAMC,iv#I SUHVFV CC),+rPAtfY
Apex, NC 1 Charlotte, NC [ Wilmington, NC
2524 Reliance Avenue
Apex, NC 27S39
P:919.577,1080 Ext. 144
C: 910.257.5285
www.batemancivilsurvev..com
d.coo er batemancivilsurve .com
From: Robinson, Jason <[e-mail]>
Sent: Thursday, January 5, 2023 1:14 PM
To: Cooper, Douglas <d.cooper@ bate mancivilsurvey.com>; Lewis, Luther H<[e-mail]>;
Thomas S. Speight, Jr., PE, PLS <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>
Subject: RE: RE: RE: Middleton Farms Phase 1 and 2 sewer extension
Hi Douglas,
The hard copies made it to me today.
We'll need the FTSE from Raleigh before we continue review of this.
Also, Middlesex's Collection System Permit # was still not provided in Item V.3. It's WQCSD0011. I'll add it to the app.
Thanks,

Robinson, Jason
From: Cooper, Douglas <[e-mail]>
Sent: Thursday, January 5, 2023 1:41 PM
To: Robinson, Jason; Ham, Jonathan
Cc: Kurtz, Cassidy; McAdams, Jordan; Baker, Benjamin; Tew, Keith; Grissinger, Tim; Lewis,
Luther H; Thomas S. Speight, Jr., PE, PLS
Subject: [External] RE: RE: RE: Middleton Farms Phase 1 and 2 sewer extension
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
We requested the FTSE from Raleigh almost 3 months ago. I'm not sure what the hold up is but I have copied the
Raleigh team on this email to see if we can get an update.
Raleigh Team,
We have requested a flow tracking for the above referenced project and are yet to receive an update or FTSE from
Raleigh. We are hoping to be able to get this as soon as possible as it is now holding up the review of the permit. Can
someone please give me an update on the status of the FTSE for this project?
Regards,
Douglas Cooper, PE, PLS
Senior Project Manager
Civil Engineering & Land Development
BCSC
k '�
RAUMANCIVil SURVFYCO"lPAiJY
Apex, NC I Charlotte, NC I Wilmington, NC
2524 Reliance Avenue
Apex, NC 27539
P:919.577.1080 Ext. 144
C: 910.257.5285
www.batemancivilsurvey.com
d.cooper(?batemancivilsurvey.com
From: Robinson, Jason <[e-mail]>
Sent: Thursday, January 5, 2023 1:14 PM
To: Cooper, Douglas <[e-mail]>; Lewis, Luther H<[e-mail]>;
Thomas S. Speight, Jr., PE, PLS <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>
Subject: RE: RE: RE: Middleton Farms Phase 1 and 2 sewer extension
Hi Douglas,

The hard copies made it to me today.
We'll need the FTSE from Raleigh before we continue review of this.
Also, Middlesex's Collection System Permit # was still not provided in Item V.3. It's WQCSD0011. I'll add it to the app.
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
D7 E
€ up:nlmenl of Euvironm:nlal Ouality
Email correspondence to and from Phis address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Cooper, Douglas <[e-mail]>
Sent: Wednesday, January 4, 2023 4:35 PM
To: Robinson, Jason <][e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>
Subject: [External] RE: RE: Middleton Farms Phase 1 and 2 sewer extension
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Please let me know if this link works. Also let me know if your mailroom hasn't received the hard copies.
https://www.dropbox.com/scl/fo/ohobrxhpiyciv8ftt3clOkk/h?dl 0&rlkey -sto78zdmylcutwsre464alcu9
Regards,
Douglas Cooper, PE, PLS
Senior Project Manager
Civil Engineering & Land Development

BCSC
♦ +; , EiAUMAN QVIk. SURVEY COMPANY
Apex, NC II Charlotte, NC I Wilmington, NC
2524 Reliance Avenue
Apex, NC 27539
P:919.577.1080 Ext. 144
C: 910, 257.5285
www.batemancivilsurvey.com
d.cooper@batemancivilsurvey com
From: Robinson, Jason <[e-mail]>
Sent: Wednesday, January 4, 2023 1:13 PM
To: Cooper, Douglas <d. coo per@ bate mancivilsurvey.com>
Cc: Kurtz, Cassidy <[e-mail]>
Subject: RE: RE: Middleton Farms Phase 1 and 2 sewer extension
Hi Douglas,
Was a hard copy of this sent in? We're having trouble opening the link below.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
—Subscribe to Collection System & Sewer permitting Updates"
Department of Environmonlai Quatily
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Cooper, Douglas <[e-mail]>
Sent: Thursday, December 22, 2022 3:37 PM
To: Robinson, Jason <[e-mail]>; Thomas, Zachary T <zachary.thomas@ncdenr.,gov>; Kurtz, Cassidy
<Cassidy. Kurtz@ ncdenr.eov>
Cc: Grissinger, Tim <t [e-mail]>; Sparrow, Shelbey <[e-mail]>;
Barnes, Kenric<k.barnes@bate mancivilsurvey.com>; Thomas S. Speight, Jr., PE, PLS <[e-mail]>;
Lauren Dowdy Granger<lauren,dowdygranger(@ashtonwoods.com>
Subject: [External] RE: Middleton Farms Phase 1 and 2 sewer extension

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
We have revised the plans and supporting documents for the above referenced project based on the comments that we
received from your office below. We've included a digital copy of documents in the link below and will mail a hard copy
to your office as well. Please review the attached and let me know if you have any questions or require any additional
information from us at this time.
Clhttps://batemanciviIsurvey-my.sharepoint.com/:f:/p/d cooper/EnU08F5
45FIgOmEVpCxrRYBYIU9odXrK ISUvlcblHJTQ?e—XBAdVM
Regards,
Douglas Cooper, PE, PLS
Senior Project Manager
Civil Engineering & Land Development
...
BCSC
Apex, NC Charlotte, NC I Wilmington, NC
2524 Reliance Avenue
Apex, NC 27539
P:919.577.1080 Ext. 144
C: 910.257.5285
www.batemancivilsurvey.com
[e-mail]
From: "Robinson, Jason" <iason.t.robinson ncdenr. ov>
Date: October 25, 2022 at 1:25:43 PM EDT
To: "Lewis, Luther H" <luharvev townofmiddlesexnc.com>, "Thomas S. Speight, Jr., PE,
PLS" <tomCeDbatemancivilsurvey.com>
Cc: "Thomas, Zachary T" <[e-mail]>, "Kurtz, Cassidy"
<[e-mail]>
Subject: RE: Middleton Farms Phase 1 and 2 sewer extension
I'm resending the email below, as I had the wrong email address for Mr. Lewis.
■■rrrrrrrrrrrrrrrrrrrrrrrfrrrrr�rrrrrrrrarrrrrrrrr��rrrrrrrrrrrrrr�
Mr. Speight & Mr. Lewis,
We are reviewing the referenced sewer extension and have the following
comments/questions:
4

1. Items IV & V were left blank. Please complete these Sections.
2. The narrative states this permit will include 121 lots, but Section V1.7 show 545
bedrooms. Please clarify the total number of homes and bedrooms.
3. Section V1.6 is checked "No" for a flow reduction, and that's correct, Middlsex
does not have an approved flow reduction. However, Section VI.7 uses 80
gal/bedroom, which is not the design flow from the 2T Rules. 120
GPD/bedroom should be used (min. of 240 per house). After specifying the
number of homes/bedrooms, please recalculate the flow using the correct
design flow.
4. Item IX.4 is checked "No" for being in a State -buffered basin. However,
Middlesex is in the Neuse River basin and subject to the Neuse Buffer
Rules. This Item should be checked "Yes", and it should be confirmed that the
project meets the requirements.
5. Item IX.7 is checked "No" for high -priority lines. Since there is almost 8,000 LF
of gravity line, please confirm there are no aerial crossings or sewerlines
positioned parallel to stream banks that are subject to erosion.
6. The Flow Tracking Sheet (FTSE 10-18) that was included appears to include
Middlesex's downstream pump stations, and was signed by a representative of
Middlesex. We'll also need a second FTSE form that includes the values for the
downstream treatment plant (Item 1), and signed by a representative of the
downstream treatment plant (Raleigh). It should also include any downstream
pump stations in Raleigh's collection system. It should show the correct
requested flow on 1.f (after Item 3 above is addressed)
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919 791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
ID,.. E
Oepartmenf of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.