WQ0028723_Application (FTSE)_20240820

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Divislon of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
hI0,002 8723
Application Number (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Alexander CASA, LLC(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 James W. Levell per 15A NCAC 02T 0106
Title: Manager
4. Applicant's mailing address: 2331 Gus Thomasson Ste. 126
City: Dallas State:TX Zip: 75228- _
5. Applicant's contact information:
Phone number: [phone] Email Address: WaymonlevellOaol.com
II. PROJECT INFORMATION:
1. Project name: Alexander Village Shopping Center
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project ❑ ARPA funded
If a modification,provide the existing permit number: WQ0028723 and issued date: 25 April 2005,
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: Durham
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.919969 Longitude:-78.811474'
5. Parcel ID(if applicable): 202505(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Preston Rooster License Number: 35003
Firm: Thomas and Hutton
Mailing address: 2510 Meridian Parkway,Suite 100
City: Durham State: NC Zip: 27713-
Phone number: [phone] Email Address:royster.t)Qtandh.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Triangle Wastewater Treatment Facility Permit Number: NCO026051
Owner Name:County of Durham
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0028723
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity O Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00038
Owner Name(s): County of Durham
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 ® NIA
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM: DEV)been attached?
❑ Yes ❑ No 0 WA
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 15(c)been attached?
[:] Yes [:] No ® N,A
4. Origin of wastewater- (check al) that apply)
❑ Residential(Individually Owned) ® Retail(stores,centers,malls) ❑ Car Wash
❑ Residential (Leased) ® Retail with food preparation:service ❑ Hotel andlor Motels
❑ School? preschool day care ❑ Medical :dental I veterinary facilities ❑ Swimming Pool'Clubhouse
® Food and drink facilities ❑ Church ❑ Swimming PoolFilter Backwash
❑ Businesses offices factories ❑ Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 0°o Domestic 100"o Commercial 0"'o 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 1 0)? ❑ Yes ® No
➢ 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 aD No.of Units Flow
Restaurant-single service articles 20 gal/seat 4 1640 GPD
Restaurant-full service 40 gal/seat 2 4880 GPD
Store 125 gal/fixture 9 6250 GPD
gall GPD
gal/ GPD
gal/ GPD
Total 12,770 GPD
a See ISA NCAC 02T .01 14(b).(dl. (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 I SA NCAC 02T.01 14(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] 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

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers}:
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 710 DIP
8 1,162 PVC
➢ Section 11& 111 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(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED 1N THIS PR JECT
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 2.01 C.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(hx 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.
PnPM- FTn 1f1-11 Pena 2 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(Q):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(0& ty)? ® Yes ❑ No
15A NCAC 02T.0305(f)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-1 waters of Class I or
Class 11 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 [X.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 S) T.0305(f)or(g),see Section X I of this application
*15A NCAC 02T-0305(&I contains alternatives where separations in 02T,03051f1 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 webpjge
2- Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ WA
➢ 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 River ❑ 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 213.0202
5. Does the project require coverage/authorization under a 404 Nationwideindividual 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.0105tck6)(additional permitslcertifications)? ® 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 04_" (1 402,"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:
I. Does the submitted system comply with 15A NCAC 02T, the vjLinimum Design Crlteria.fQr the Permitting of PucnD �
ilQrs� Maip,4jlatcst versiotl) 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 reauett will be issued
conch e11 Iv wlth the approval of the permit. and projects requiring a vitriance approval may bcssubiect to longer
vk)l tiMej, FStr prolycts reguiring two or more variances or where the variance t a
signiliggnt portion of the project.the full technical review is reguired.
2. Professional Engineer's Certification:
1, RKTO A T_*'ISrU9 ,attest that this application for AL4$ood 41UACA _Sjl_�AC
(Professional Engineer's name Rom Application Item Ill.1.) (Project Name from Application Item Ir.l)aNTdtL
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 vc is ,and the Kiinimum Design i:ritgria for the Fast-Track Permitting
of Pump Slatipns 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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board, (21 NCAC 56.0701)
......................_..._..._.... .
North Carolina Professional Engineer's seal, signature,and date: .��-1 CA140 '�ii�
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Q SS/p
I Q SEAL
303
......................!,.,.t.r�.�i V.......... ..........,...
3. Applicant's Certification per 15A NCAC 02T ,0106(b):
I, James W. Levell ,attest that this application for Alexander Village Shopping Centre
(Signature Authority Name from Application Item 13) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being retumcd 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 4 5.6 , 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 S 10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: 2

State of North Carolina
Department of Environmental Quality
Division of Water Resources
a
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Alexander CASA, LLC
Project Name for which flow is being requested: Alexander Village Shopping Center
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: Trifle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.601
e. WWTP facility's actual avg. flow 4.389
f. Total flow for this specific request 0.000 (flow prev. allocated)
g. Total actual and obligated flows to the facility 6.99
h. Percent of permitted flow used 58.3
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm 1 pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Page Park 1.198 0.479 0.121 0.000 0.121 0.358
Stirruplron WQ9039913 6.50 2.60 1,197 0.639 1.836 0.764
*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): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6

II1. Certification Statement:
I t6A" it aEI certify to the best of my knowledge that the addition of
the volume of wastewater to be pbrmitted 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.
o5�t. '1cn cA&-Aa W 5-/9 f..0 a
SigningOfficial Signature � Dale
'%-->i Ck.
Title of SigiAg Official
Page 2 of b
r�rr r i n o

PROJECT NARRATIVE
2525 Page Road ABC Store
August 14, 2024
The 2525 Page Road ABC Store project involves the construction of a new 6,252 square foot
commercial retail as part of the existing Alexander Village Shopping Center. The site is located
on the east side of Page Road, north of its intersection with TW Alexander Drive within the city
limits for the City of Durham in Durham County.
On April 25, 2005, permit WQ0028723 was issued to Alexander Village LLC for the
construction of approximately 1,872 linear feet of 8-inch gravity sewer to serve the Alexander
Village Shopping Center. This permit allowed for 12,772 gallons per day of domestic
wastewater that includes a grocery store, restaurants, and several smaller businesses. According
to the approved "Overall Water and Sanitary Sewer Plan" (Sheet CD-5) for Alexander Village
Shopping Center done by John A. Edwards & Company Consulting Engineers, there was a
proposed 7,000 square feet Tire store to be located on the outparcei between Page Road and the
main building where the ABC store is proposed. This store was not built during the original
construction of the shopping center. The sewer flow rate from the proposed ABC store is
comparable, if not slightly lower, than the flow rate from the previously approved tire store.
The property is currently under different ownership, Alexander CASA LLC. At this time, the
previous owner and current permittee, Alexander Village LLC, has dissolved (see attached
documentation from the NC Secretary of State's website) and no one has contact information.
So, they cannot be contacted. At the request of NCDEQ, a permit modification is submitted with
the ownership,name change form. This will include the modification to the existing sewer
system for the proposed building.
The 2525 Page Road improvements include the relocation of approximately 192 ft of new 8"
private gravity sewer main and the service connection for the proposed store. Reference the "As-
Built Overall Water and Sanitary Sewer Plan" (sheet CD-5) completed by John A. Edwards &
Company July 13, 2006 to see the location of the existing main line between manhole 7, 8, and 9.
Construction of the new store will require the relocation of manhole 8 from the outparcel to the
drive aisle of the shopping center, therefore resulting in the relocation of the main line between
manhole 7 and manhole 9.

1!Z`UlL4, lU:.iUAM Norm Carolina Decretary OT Mate Jearcn Results
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Limited Liability Company
Legal Name
Alexander Village, LLC
Information
Sosld: 0583667
Status: Dissolved O
Date Formed: 3/8/2001
Citizenship: Domestic
Annual Report Due Date: April 15th
Registered Agent: Hendrickson, James A
Addresses
Mailing Principal Office Reg Office
6613 Fleetwood Drive, Ste 101 6613 Fleetwood Drive, Ste 101 6613 Fleetwood Drive, Ste 101
Raleigh, NC 27612 Raleigh, NC 27612 Raleigh, NC 27612
Reg Mailing
6613 Fleetwood Drive, Ste 101
Raleigh, NC 27612
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager
James A Hendrickson Wayne D Hightower
5101 Lenoraway Dr 106 Reinhold Ln
Raleigh NC 27613 Cary NC 27513
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State of North Carolina
Department of Environmental Quality
Division of Water Resources
<,W. SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01-16
This form is for ownership changes or name changes of a sewer system permit. Please note that"Permittee"references the
existing permit holder,and that"Applicant" references the entity applying for the ownership/name change.
Sewer permits start with a WQ or WQCS and contain the terms sewer extension or collection system in the subject field. This
form should not be used for permits with NC,NCG,SW or other types of non-sewer permits beginning with WQ.
For more information, visit the Division's Water Quality Permitting's website:
A. Sewer System Permit Ownership/Name Change(FORM: PNOCF 01-16)Application(All Applications):
® Submit an original completed and appropriately executed application(PNOCF 01-16).
❑ The Existing Permittee's Certification shall be signed in accordance with 15A NCAC 02T 01061l. Per 15A NCAC.' 02T
010 c , an alternate person may be designated as the signing official if a delegation letter is provided from a person who
meets the criteria in 15A NCAC'02T .0106ib1.
❑ The Applicant's Certification shall be signed in accordance with 15A N('AC 02T.0106ib). Per 15A NCAC 02T.0.106(cl,an
alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria
in 15A NCAC 02T .0106(b).
S. Existing Permit(All Applications):
® Submit a copy of the most recently issued permit and certification.
C. Property Ownership Documentation(All Applications):
➢ The Applicant shall demonstrate they are the owner of all property containing the sewer system facilities:
® Legal documentation of ownership(i.e., G I S,deed,article of incorporation,or contract),or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map,or
❑ Approved board minutes
D. Certificate of Public Convenience and Necessity(All Applications where the Applicant is a Privately-Owned Public Utility):
❑ Per 15A_NCAC 02T _0I 15(a;i 1), provide one copy of the Certificate of Public Convenience and Necessity from the North
Carolina Utilities Comer imission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served
by the non-discharge system.
E. Operational Agreements (Applications where the Applicant is a Home/Property Owners' Association or Developer of lots to be
sold):
➢ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .01 l 51 c),submit an original properly executed(Xierattonal Agreement(FORM: J.
❑ Per 15A NCAC 02T .01 15(c),submit an original proposed or approved Articles of Incorporation, Declarations and By-
laws that contain the language required by the Operational Agreement.
➢ Developers of lots to be sold
❑ Per 15A NCAC 02T.01.15�,submit an original of the properly executed Operational .Agreement(FORM.j?gV}.
F. Package Submitted in Duplicate
® Submit a copy of all required documents in Instructions A-E as required
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED IN DUPLICATE
TO:
NCDEQ-DWR
Water Quality Permitting Section
PERCS Unit
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISIJURV ST.
RALEIGH,NORTH CAROLINA 27699-1636 SUITE 925
RkLEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: 919 807-6300 `1� 1 / Y\D�
Tw fC`TTl T!'TTllltC• r;/lT) A TTT T�A TT/l1T T\1T� At 1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR SEWER SYSTEM PERMIT OWNERSHIP/NAME CHANGE
Division of Water Resources INSTRUCTIONS FOR FORM: PNOCF 01-16
1. EXISTING PERMITTEE INFORMATION:
1. Permittee's name: Alexander Village.LLC
2. Signature authority's name: Wayne Hightower per 15A.NCAC 02T.0106th>
3 Signature authority's title Managing Member
4. Permittee's mailing address: 6613 Fleetwood Drive
City: Raleigh State: NC Zip:27612-
5. Permittee's contact information: Phone number: (N/A)= Fax Number(N/A)
Email Address: NIA
II. APPLICANT INFORMATION:
I. Applicant's name: Alexander CASA,LLC
2. Signature authority's name:James W. Levell per 15A NCAC 02T .0106ib'►
3 Signature authority's title- Manager
4. Applicant's mailing address: 2331 Gus Thomasson Ste 126
City: Dallas State:TX Zip: 75228-
5. Applicant's contact information: Phone number: [phone] Fax Number(N/A)_-
Email Address: Wavmonlevell(a)aol.com
6. Representative's name: James W. Levell
7. Representative's title: Manager
8. Representative's contact information Phone number: [phone] Fax Number(N/S)
Email Address: Wavmonlevell i0ol.com
III. PERMIT INFORMATION:
1. Existing permit number: W00028723 and most recent issuance date: April 25,2005
2. Reason for the permit application:Change of Ownership If other, attach detailed explanation
3. Has the facility been constructed? ® Yes or❑ No
4. Has the facility been certified per 15A NCAC 02T.01 16? ® Yes or❑ No
FORM: PNOCF 01-16 Page ] of 2

IV. CERTIFICATIONS:
Existing Permittee's Certification per 15A NCAC 02T.0106(b):
11. _attest that this application
(Signature Authority's name&title from Application Item 1.2&3)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that prior to reissuance of the permit
into the Applicant's name, I will continue to be responsible for compliance with the current permit and any discharge of wastewater
from this system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief,
and/or criminal prosecution. I will also make no claim against the Division of Water Resources should a condition of the existing permit
be violated. I also understand that if all required parts of this application are note completed and that if all required supporting
information and attachments are not included,this application 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: Date:
Applicant's Certification per 15A NCAC 02T.0106 b :
I, James W.Levell.Manager attest that this application
(Signature Authority's name&title from Application Item II.2&3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that after issuance of the permit into
the Applicant's name, I will be responsible for compliance with the issued permit and any discharge of wastewater from this non-
discharge system to surface waters or the land may result in an 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.
1 also understand that if ail 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, 0 as wel s civil penalties up 5,000 per violation.
Signature: Date:
F()RM- P)ki()f F AI_1 F PnaP I of

//Zb1L4. IU:Jt3 AM NOrin t aronna Secretary of orate 5earcn Ffesuns
- • File an Annual Report/Amend an Annual Report - Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings - Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
LegaL Name
Alexander Casa, LLC
Information
Sosld: 2275121
Status: Current-Active O
Date Formed: 9/24/2021
Citizenship: Foreign
State of Incorporation: TX
Annual Report Due Date: April 15th
CurrentAnnuaL Report Status:
Registered Agent: Levell, Jay
Addresses
Mailing Principal Office
2331 Gus Thomasson Road, Ste. 126 2331 Gus Thomasson Road, Ste. 126
Dallas, TX 75228 Dallas, TX 75228
Reg Office Reg Mailing
4064 Colony Road, ste. 310 4064 Colony Road, ste. 310
Charlotte, NC 28211 Charlotte, NC 28211
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
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ilto![a, iu:.30 AM Norm t,arouna becretary of estate Search Results
Manager
James Waymon Levell
2331 Gus Thomasson Road, Suite 126
Dallas TX 75228
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Michael F. Easley, Governor
O William G. Ross Jr., Secretary
C North Carolina Department of Environment and Natural Resources
-i
o 'r Alan W. Klimek, P.E., Director
. Division of Water Quality
April 25, 2005
Wayne Hightower, Managing Member
Alexander Village, LLC
6613 Fleetwood Drive
Raleigh, NC 27612
Subject; Permit No, WQ0028723
Alexander Village Shopping Center
Wastewater Collection System Extension
Durham County
Dear Mr. Hightower:
In accordance with your permit application received April 18, 2005, we are forwarding herewith Permit
No. W00028723, dated April 25, 2005, to Alexander Village, LLC, for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable: and the Division's Minimum Design Criteria for the Fast-
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as-constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215,6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
None hCarolina '
Malty
.�w�
Raleigh Regional Office Internet http:11h2o.enr.state nc us/
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50%recycled/10%post-consumer paper

Alexander Village, LLC
Page 2
April 25, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to ,
Alexander Village, LLC, for the construction and operation of
• approximately 1,872 linear feet of 8-inch gravity sewer
to serve 106,435 square feet of retail stores as part of the Alexander Village Shopping Center project,
and the discharge of 12,772 gallons per day of collected domestic and commercial wastewater into the
County of Durham's existing sewerage system, pursuant to the application received April 18,2005, and
in conformity with 15A NCAC 2H .0200; the Division's 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 data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the County of Durham's
Triangle Wastewater Treatment Facility (Permit No. NC0026051) prior to being discharged into the
receiving stream. This permit shall become voidable unless the agreement between Alexander Village,
LLC, and the County of Durham for the collection and final treatment of wastewater is in full force and
effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be In the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Barry Herzberg at ,
[phone] extension 238.
Sincerely,J20
for Alan W. Klimek, P.E.
cc: Durham County Health Department
Raleigh Regional Office
Jonathan Callahan, PE; John Edwards & Co., 333 Wade Ave., Raleigh, NC 27605
Charles Hill, PE; Durham Engineering, 120 E Parrish St., Durham, NC 27701
Central Files
Marie Doklovic, PERCS Unit
M AY 2 2005
..NRvY ATER QUALITY
FOINT SOURCE BRANCH

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; 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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
• operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
Inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
1

5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2H. .0220, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A
complete certification is one where the form is fully executed and the supporting documents are
provided as applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Raleigh Regional Office,
telephone number 919-571-4700, as soon as possible, but in no case more than 24 hours or on
the next working day, following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, fine
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Initial voice mail messages or faxed information shall not be considered as the initial verbal report.
Overflows and spills occurring outside normal business hours may also be reported to the Division
of Emergency Management at telephone number [phone] or [phone]. Persons
reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current Division approved
form)can also be completed to show that the SSO was beyond control.
2

Permit issued this the 25`h Day of April, 2005,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
2�/
for Alan W. Klimek, P.E., Direc or
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00028723
Alexander Village, LLC
Alexander Village Shopping Center
3

FAST TRACK ENGINEERING CERTIFICATION
Permit No. WQ0028723
Alexander Village, LLC
Alexander Village Shopping Center
April 26, 2006
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines)of the wastewater collection
system extension
• supporting design calculations(selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected)for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Per it
difications are re uire f r any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, It is highly recommended
that this certification be sent In a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duty registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1995 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.
North Carolina Professional Engineer's
seal, signature, and date:
it
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
RALEIGH REGIONAL OFFICE
1628 MAIL SERVICE CENTER
RALEIGH NC 27699-1628
t
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

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PROPERTY INFORMATION
AS-BUILT CERTIFICATION: TM 580-01-0078
To the best of my knowledge and belief and based upon PIN 758.02-78-3998
Inform Ion provided by the Contractor, Field Inspector, or
Sury or or a field Inspection performed by myself, the data
CARp/� sh on hi w' g as constructed i the field.
pEESS/py Date
a�SEAL'
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DETAIL DETAIL •1de.,'/iQ�/ p CP�4�
NO SCALE NO SCALE µ R�,WON" DETAIL
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4.1'TEE-VALVE 16"XI2"TAP ING SLEEVE&VALVE SANITARY SEWER LINE D
If /C RAMP (PRIVATE)
12"DUCTILE IRON PRIVATE WATER LINE SANITARY SEWER LINE A E M MH 14
9.1'TEE-METER
334.8'VALVE-TEE 301.3'TEE-TEE DOGH E
= M 1 C R
Existing sewer to i MH6 FH (PRIVATE) `-- \\
be removed(192 If) LIMITS OF DISTURBANCE
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In _ ' °°° °°° \ `�'� (PUBLIC)
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NOTE: MOVE EXISTING FIRE HYDRANT / I IN HOT OW PREVENT IN HOT BOX
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9 WATER,SANITARY SEWER AND STORM SEWER SEPARATION NOTES:
1. HORIZONTAL AND VERTICAL SEPARATION
A. SANITARY SEWERS SHALL BE LAID AT LEAST 10'HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE
DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10'SEPARATION, NOTE:- ALL BACK FLOW PREVENTERS FOR EACH INDIVIDUAL GRAPHIC SCALE
LEGEND THE CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS,IF SUPPORTED BY DATA FROM THE DESIGN BUSINESS TO BE LOCATED INSIDE OF BUILDING.
o ENGINEER. SUCH DEVIATION ON MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A WATER MAIN,PROVIDED -ANY WATER METER THAT HAS TO BE UPSIZED TO 1-1/2" w w
EXISTING FIRE HYDRANT THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE OR GREATER MUST BE INSTALLED IN A VAULT WITH A
SANITARY SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF SEWER. DRAIN TO THE STORM DRAIN SYSTEM.
ASBUILT FIRE HYDRANT B. IF IT IS IMPOSSIBLE TO OBTAIN PROPOER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE
D4 EXISTING WATER VALVE SANITARY SEWER IS OVER THE WATER MAIN,BOTH THE WATER MAIN AND THE SANITARY SEWER MUST BE CONSTRUCTED OF CITY OF DURHAM STANDARDS AND SPECIFICATIONS ARE TO BE USED. IN FEET)
= N ASBUILT WATER VALVE FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED To 150 PSI TO 1 inch m 80 rt,
ASSURE WATER TIGHTNESS BEFORE BACKFILLING.
D EXISTING WATER REDUCER
r C. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR FERROUS
g No ASBUILT WATER REDUCER PIPE SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER MAINS.
03 0 EXISTING MANHOLE 1. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS
w • ASBUILT MANHOLE (ORBE P RESSURED AROUND S)THEER MAI TE MAIND SHAORM SEWER N RUCTED OFTFERROUSS IIPE AND A CONCRETE COLLAR SHALL WATER IS CITY OF DURHAM
o ASBUILT CLEANOUT 2, CROSSINGS SEWER IS DURHAM COUNTY
Of A. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
N BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER, THE CROSSING SHALL BE '�♦♦\' ,1 "'4 scALE. DATE; SHEET
Z ARRANGED SO THAT THE SANITARY SEWER JOINTS WALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. A"�`\ CA /27/O6 ASBUILT JRC JOHN A EDWARDS 8L COMPANY
0 B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE,ONE OF THE a`° 1' = 60' 8/20/04
FOLLOWING METHODS MUST BE SPECIFIED. �pE $ �9 9/9/05 REVISED PHARMACY SITE JRC == Conwiarp form a ALEXANDER VILLAGE SHOPPING CENTER CD-5
a 1. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT _ /05 added irrigation service pharmacy lot JRC = = 333 Wade Ave,Ralei INCMO.BK.h PACE DRAWN BY:
0 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING,OR =_' --y//��T gK C 27605
2. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATER TIGHT CARRIER PIPE,WHICH / ' 23 05 REVISED construction dw JRC _ JRC OF
= EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING,MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER I ? _ PFIOn9($1»I EZB-442B
3 PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION. HCINESQ�� 10/26/04 REVISED BASED ONCITY COMMENT JRC Av = = FAX[phone] FILE Na CHECKED OY. DURHAM NORTH CAROL NA
o,a ,qN R.CPS DATE REVISION BY E-mail infoolaecocom BASE CONSTR SAE, JR. AS-BUILT OVERALL WATER AND SANITARY SEWER PLAN
's o
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c`N

T THOMAS
F4 HUTTON
AUG 2 0 2024
August 20, 2024
A B M "Tanvir" Pasha
Division of Water Resources-Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive
Raleigh, NC 27609
Re: Alexander Village Shopping Center
Permit No. WQ0028723
Mr. Pasha:
With this letter, please find a revised sewer permit submittal that addresses comments received
via email on July 19, 2024, When you have a chance to review this information, please do not
hesitate to reach out to us by email (ro ster. @tandh.com) or phone [phone]). Thanks, and
we look forward to hearing from you.
Sincerely,
Thomas and Hutton Engineering Company
/��4 j/�6
Preston Royster, PE
Civil Department Manager
Type text here
2510 Meridian Parkway I Suite 100 1 Durham, North Carolina 27713 1 [phone] 1 thomasandhutton.com

August 13, 2024
Alexander Village Shopping Center response to first comments:
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number
in your response. Check the most recent FTA 10-231 where you can get additional boxes on
page 1 to fill ARPA information. No ARPA funding for this project.
2. As you selected 'Corporation' in section 1.1 of the FTA,you are required to submit
documentation showing the business is registered with the NC Secretary of State.
Additionally,for section 1.3, signatory authority must be delegated on behalf of the
corporation. Please submit the proper document or form indicating the delegated signatory
authority to the division. Documentation from the Secretary of State is provided.
3. Section 11.2 should select as Existing Permit and include required information.As the owner
has changed,you have to submit a change of ownership for this permit to the
division. Selectea ana cnange of ownership provided. Note that the existing permittee did
HUB sign the form as the corporation has dissolved. Documents from the Secretary of State
are included.
4. Although you selected 'no' in section VI.6, be sure to see the most recent flow calculation
and any document from previous application as needed. glow calculations provided.
5. Section V1.7 of the FTA require Establishment type, daily design flow, and units served as
per 02T.0114(f). In addition, see SECTION 18. G.S. 143-215.1(Q as appropriate. Table
updated.
6. As this is an existing flow request with no upcoming changes,V1.8 should be left as '0' (zero)
and explained properly from the following options on that page. If changes in flow occur due
to your additional establishment, over±10%of the permitted flow, an FTSE should reflect
these changes, and VI.8 will only indicate the new flow. Noted. No change Lu I LW'.
proposed.
7. Your project narrative should explain the existing system, detailing the flow and its sources.
Additionally, it should outline the proposed system, including the flow and its sources as
per 02T.0114(f)and SECTION 18. G.S. 143-215.1(f3). Narrative updated.
8. You mentioned about rerouting a portion of existing sewer in the engineering drawing.
However,you maps are not quite following proposed changes and remained sewer lines in
service.They are not in a scale to understand.According to Section F of the Application
Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an aerial map
should be included with the application. The maps need 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. Please
provide the required maps according to the application requirements. daps updated.
Email Conversations listed from three different timeline
1. RRO-Tanvir Pasha: After FT application submitted
2. RRO-Elaine Wild: Prior FT submission December, 2023
3. Vincent Chirichella, November 2023

9/5/24,3:33 PM Mail-Pasha,Tanvir-Outlook
RE: [External] RE: Alexander Village Shopping Center_ Application needs resubmission
to modify Permit No. WQ0028723
Royster, Preston <[e-mail]>
Tue 8/20/2024 4:00 PM
To:Pasha,Tanvir <[e-mail]>;[e-mail] <[e-mail]>
Cc:'Paul Young' <[e-mail]>
D 1 attachments (14 MB)
2525 Page Road Durham.pdf,
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Good afternoon, Tanvir. Please see the attached revised submittal and comment responses. A hard
copy will be dropped off at your office this afternoon.
If you have any questions or need anything else to complete your review, just let me know. Thanks.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-457-5815 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
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From: Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Sent:Tuesday,July 23, 2024 8:56 AM
To: Royster, Preston <[e-mail]>; [e-mail]
Cc: 'Paul Young' <[e-mail]>
Subject: Re: [External] RE: Alexander Village Shopping Center_Application needs resubmission to modify Permit
No. WQ0028723
May I ask your contact with NCDEQ? Without rescinding a permit, I am unaware of other ways
to allow another permit on the same system. I am not sure about the name owner change you
are indicating. I need time to give you answer and a decision whether we can issue a new one.
I am out of office until next Monday. Will check these back next week.
Get Outlook for iOS
From: Royster, Preston <[e-mail]>
Sent:Tuesday,July 23, 2024 6:51:38 AM
To: Pasha,Tanvir<[e-mail]>; [e-mail]<[e-mail]>
Cc: 'Paul Young' <[e-mail]>
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAAIY5mE%2FbLNFtASnG3aaYZg%3D... 1/4

9/5/24,3:33 PM Mail-Pasha,Tanvir-Outlook
Subject: [External] RE: Alexander Village Shopping Center_Application needs resubmission to modify Permit No.
WQ0028723
You don't often get email from [e-mail] why this is important
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Good morning, Tanvir. I just wanted to follow up on the email from last week. As I mentioned, a change
in ownership (comment 3 below) is not possible. The previous owner and permittee has been
dissolved. As such, there is no contact information or anyone to sign the required form. So, the decision
was made to submit for a new permit for the entire site under current ownership after discussions with
Durham County and NCDEQ. We will address the other comments and get revised documents back
over to you. Are you OK with this?
One last question with regards to timing. Can you let us know when you may be able to issue an
approval once you have updated documentation to address the comments below? As I mentioned in an
earlier email and on the phone, the project was delayed while the questions on the sewer and permitting
were being resolved. So, this is the last item needed before construction can begin. At this point, we're
trying to determine when construction can start.
If you have any questions or need any additional information, just let me know. Thanks.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-457-5815 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
yCard I Website I Linkedln I Facebook I Twitter I Instagram
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From: Pasha,Tanvir<[e-mail]>
Sent: Friday,July 19, 2024 12:04 PM
To: [e-mail]
Cc: Royster, Preston <[e-mail]>
Subject:Alexander Village Shopping Center_Application needs resubmission to modify Permit No. WQ0028723
You don't often get email from [e-mail]. Learn why this is important
Hello Debbie and Preston,
After reviewing the Fast Track Sewer System Extension Application for Alexander Village Shopping Center, a
modification seems appropriate in order to further process the application. Please submit a new modification
request and application package in accordance with 15A NCAC 02T.0107. 1 am trying to transfer your check for
the modification of the existing permit. Check transfer is yet to confirm. As the submission needs correction,
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAAIY5mE%2FbLNFtASnG3aaYZg%3D... 2/4

9/5/24,3:33 PM Mail-Pasha,Tanvir-Outlook
am not enforcing any time limit, however, try to address those asap. I will be out office due to training next
week and only will response your questions through email. See my comments below:
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in
your response. Check the most recent FTA 10-23 1 where you can get additional boxes on page 1
to fill ARPA information.
2. As you selected 'Corporation' in section 1.1 of the FTA, you are required to submit documentation
showing the business is registered with the NC Secretary of State. Additionally, for section 1.3,
signatory authority must be delegated on behalf of the corporation. Please submit the proper
document or form indicating the delegated signatory authority_to the division.
3. Section 11.2 should select as Existing Permit and include required information. As the owner has
changed, you have to submit a change of ownership for this permit to the division.
4. Although you selected 'no' in section V1.6, be sure to see the most recent flow calculation and any
document from previous application as needed.
5. Section V1.7 of the FTA require Establishment type, daily design flow, and units served as per 02T
.0114 (f). In addition, see SECTION 18. G.S. 143-215.1(f3)_as appropriate.
6. As this is an existing flow request with no upcoming changes, V1.8 should be left as '0' (zero) and
explained properly from the following options on that page. If changes in flow occur due to your
additional establishment, over±10% of the permitted flow, an USE should reflect these changes,
and V1.8 will only indicate the new flow.
7. Your project narrative should explain the existing system, detailing the flow and its sources.
Additionally, it should outline the proposed system, including the flow and its sources as per 02T
.0114 (f) and SECTION 18. G.S. 143-215.1(f3)..
8. You mentioned about rerouting a portion of existing sewer in the engineering drawing. However,
you maps are not quite following proposed changes and remained sewer lines in service. They are
not in a scale to understand. According to Section F of the Application Instructions, an 8.5-inch x
11-inch color copy of a USGS Topographic Map and an aerial map should be included with the
application. The maps need 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. Please provide the required maps according to the
application requirements.
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.
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQAAIY5mE%2FbLNFtASnG3aaYZg%3D... 3/4

9/5/24,3:33 PM Mail-Pasha,Tanvir-Outlook
*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 (helhim)
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]
NORTH CAROLINA
D_E
Department of Environmental Quality
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.
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
RE: [External] RE: Durham Page Rd ABC
Wild, Elaine <[e-mail]>
Mon 12/4/2023 12:57 PM
To:Royster, Preston <[e-mail]>
about:blank?windowld=SecondaryReadingPane3 1/7

9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
Hello Preston,
Thank you for reaching out. In regards to the appropriateness of a modification for this
project,yes, a permit modification is needed. A permit modification is necessary because the
relocation does not meet 15A NCAC 02T.0303(a)(4) and the entire line is being moved to the
east of the existing location.
Thanks,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
Sewer Extension Permitting-1 NC DEQ
subchapter t rules.pdf(state.nc.us),
From: Royster, Preston <[e-mail]>
Sent: Wednesday, November 29, 2023 11:11 AM
To: Wild, Elaine<[e-mail]>
Subject: FW: [External] RE: Durham Page Rd ABC
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Good morning, Ms. Wild.
Please see the email correspondence below regarding this project. The short version is that
Durham County feels that the relocation of the existing sewer main warrants a new permit or
an update to the current permit for this site. So,the first question is whether or not a permit
modification is required.
The second part of this is if a permit modification is required, since the ownership of the site is
changed,what is the process for transferring the permit to the new owner? Or, do we just fill
out the FTA with the new owner's information?
This one has been hanging out for a while and it's a little complicated. So, if a call would be
easier to get you up to speed and to discuss what is proposed and what needs to be done
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
next,just let me know some days and times that work for you.
If you have any questions or need any additional information,just let me know. Thanks in
advance.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
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PRIVILEGED AND CONFIDENTIAL:This electronic message and any attachments are confidential
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From: Royster, Preston
Sent:Tuesday, November 28, 2023 5:59 PM
To: Fertenbaugh, Christyn L<[e-mail]>; Lentz,Zac
<[e-mail]>
Subject: RE: [External] RE: Durham Page Rd ABC
No problem at all, Christyn. Thanks for passing this along.
Most of our work is in the City of Durham. As you know,they're a delegated authority with
regards to sewer permitting. So,we don't submit to NCDEQ on a regular basis. All of the folks
that I worked with in the past have moved on as well, so you were my best option! Thanks
again for your help.
Mr. Lentz,
When you have a chance to review, please let me know if you have any questions or need any
additional information from us to point us in the right direction on this project. If it's easier to
discuss by phone,just let me know some times that work for you. Thanks for your help, and
have a great evening.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
vCard I Website I Linkedln I Facebook I Twitter I Instagram
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
PRIVILEGED AND CONFIDENTIAL:This electronic message and any attachments are confidential
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it is addressed. Any other interception, copying, accessing, or disclosure of this message is
prohibited. If you have received this message in error, please immediately notify Thomas &
Hutton and purge the message received. Do not forward this message without permission.
From: Fertenbaugh, Christyn L<[e-mail]>
Sent:Tuesday, November 28, 2023 5:14 PM
To: Lentz,Zac<[e-mail]>; Royster, Preston <royster.D tandh.com>
Subject: FW: [External] RE: Durham Page Rd ABC
Hello,
My apologies—I thought I had already forwarded your email to the appropriate party but am
now seeing that I did not. I'm sending this to Zac Lentz, he's an engineer in sewer permitting
and should be able to assist with your questions, as I left sewer permitting several years ago.
He's the best contact in central office for these kinds of questions, and he should also be able
to let you know who the best contact is in the Raleigh office as well as I am not sure who that
might be.
Again, my apologies for missing forwarding your email sooner!
Christyn L. Fertenbaugh, P.E. (she her)
Supervisor, Viable Utility Projects Unit
Division of Water Infrastructure
Department of Environmental Quality
Office: [phone] 1 Cell: [phone]
**PLEASE NOTE THE CHANGE IN EMAIL ADDRESS BELOW**
Current: [e-mail]
Old: [e-mail]
Address: 512 N.Salisbury Street,8th Floor
Raleigh, NC 27604-1170
JA
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Royster, Preston <royster.p(@tandh.com>
Sent:Tuesday, November 28, 2023 5:09 PM
To: Fertenbaugh, Christyn L<christyn.fertenbaugh(@deq.nc.gov>
Subject: [External] RE: Durham Page Rd ABC
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
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Good afternoon, Christyn. I hope you had a good Thanksgiving.
I'm sorry to bother you about this again. Can you provide any feedback or direction on whom
I should contact to get some information on this project and what needs to be done to move
this forward?
If you have any questions or need any additional information,just let me know. Thanks again.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
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PRIVILEGED AND CONFIDENTIAL:This electronic message and any attachments are confidential
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From: Royster, Preston
Sent: Monday, November 20, 2023 7:54 AM
To: Christyn.Fertenbaugh(@deq.nc.gov
Subject: RE: Durham Page Rd ABC
Good morning, Christyn. I hope you had a good weekend. I just wanted to touch base to see
if you could provide a little guidance on the email below. Can you let me know your thoughts
or point me to the right person when you have a chance?
If you have any questions or need anything,just let me know. Thanks.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
vCard I Website I Linkedln I Facebook I Twitter I Instagram
PRIVILEGED AND CONFIDENTIAL:This electronic message and any attachments are confidential
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
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From: Royster, Preston
Sent:Tuesday, November 14, 2023 6:59 AM
To: [e-mail]
Subject: Durham Page Rd ABC
Good morning, Christyn. I hope everything is going well.
I have a question on a project in Durham (served by Durham County sewer)that has raised
some questions, and I would greatly appreciate it if you could provide some insight and
hopefully point me in the right direction. All of my points of contact at the Raleigh Regional
Office have moved on, so I'm not sure who to contact.
For a little background,the project was approved many years ago (see the attached permit).
For the development of a currently undeveloped outparcel, a section of private sewer main
must be relocated (see the attached plans). There is no additional flow proposed from the
original permit.
So,the first question is whether or not a new permit or permit modification is needed. Can
you confirm? Durham County feels that a permit modification is required as the sewer is not
being replaced in its current alignment. What are your thoughts?
Next, if a permit modification is required,the original permittee is no longer the owner nor in
existence, I believe. So, what form(s)would need to be completed to modify the permit?
Would a new FTA need to be completed, or is there a permittee transfer form?
At this point, we need a little help figuring out the next steps as this is the last item that needs
to be resolved for this project to move forward.
Again, I know this isn't your area. With that said, I would greatly appreciate it if you could
point us to the right person to provide some direction so that we can move this project
forward.
If you have any questions or need any additional information,just let me know. Thanks for
any assistance or guidance you can provide.
PRESTON ROYSTER, PE I Principal/Civil Department Manager
THOMAS & HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway, Suite 100 1 Durham, NC 27713
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9/5/24,3:31 PM RE: [External]RE: Durham Page Rd ABC-Pasha,Tanvir-Outlook
it is addressed. Any other interception, copying, accessing, or disclosure of this message is
prohibited. If you have received this message in error, please immediately notify Thomas&
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Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
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9/5/24,3:29 PM RE:2525 Page Rd ABC Store-Pasha,Tanvir-Outlook
RE:2525 Page Rd ABC Store
Darner,Elyssa <[e-mail]>
Wed 2/7/2024 1:05 PM
To:Royster,Preston<[e-mail]>
CcChirichella II,Vincent J.<vchirichella@dconcgov>
about:blank?windowld=SecondaryReadingPane2 1/5

9/5/24,3:29 PM RE:2525 Page Rd ABC Store-Pasha,Tanvir-Outlook
Preston—
For clarification-DEQ wants to do a complete new permit for the entire shopping center or modify the existing permit just with a new
owner?Once I understand what the State wants I can better provide comments on the permit application.Also,do you remember the
status of the CD comments?I didn't think we were ready to approve those or that fees had been paid,but I wanted to see if you could
remember.
Thanks!
ELYSSA DARNER I PROJECT COORDINATOR
5926 Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County.I Utilities Division 1 Development
From:Royster,Preston<[e-mail]>
Sent:Tuesday,February 6,2024 12:35 PM
To:Darner,Elyssa<[e-mail]>
Cc:Chirichella 11,Vincent J.<[e-mail]>
Subject:RE:2525 Page Rd ABC Store
Good afternoon,Elyssa.
Sorry to bring this one back up... After discussions with NCDEQ,we've decided to submit for a new permit for the entire shopping
center. This is primarily due to the change in ownership for the property. The original permit was issued to a previous owner,and we
do not have any contact information for them. Before we send this out for signature and submit to NCDEQ,would you mind taking a
look over this to make sure we're on the same page and everything looks to be in order?
If you have any questions or need anything,just let me know. I'm sorry for all of the confusion this one has caused,and thanks for
your help getting this one resolved.
PRESTON ROYSTER,PE I Principal/Civil Department Manager
THOMAS&HUTTON
p 919-682-0368 m 919-691-3244
e [e-mail]
a 2510 Meridian Parkway,Suite 100 1 Durham,NC 27713
vCord I Webs!te I Linkedln I Facebook I Twitter I Instagram
PRIVILEGED AND CONFIDENTIAL:This electronic message and any attachments are confidential property of Thomas&Hutton.The information is
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If you have received this message in error,please immediately notify Thomas&Hutton and purge the message received.Do not forward this message
without permission.
From:Darner,Elyssa<edarner dconc.gov>
Sent:Monday,January 30,2023 3:32 PM
To:Royster,Preston<royster.p@ andh.com>
Subject:FW:2525 Page Rd ABC Store
Hi Preston—
I just noticed your email address changed and I sent the below email to your old address.Wanted to make sure you got this!
ELYSSA DARNER I PROJECT COORDINATOR
6/CFA0136A5
5926 NC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County.I Utilities Division 1 Development
about:blank?windowld=SecondaryReading Pane2 2/5

9/5/24,3:29 PM RE:2525 Page Rd ABC Store-Pasha,Tanvir-Outlook
From:Darner,Elyssa
Sent:Friday,January 27,2023 3:58 PM
To:Chirichella II,Vincent J.<[e-mail]>;Preston Royster<proyster cjtpa.com>
Subject:RE:2525 Page Rd ABC Store
Preston—
We were reviewing the submittal for the ABC store and there is some confusion.In previous emails we sent a copy of the Alexander Village permit
from DEQ and talked about this project needing to modify that permit,however,the permit application that was submitted to us was an
application for a new public(Durham County)permit.Rather than going through and making comments on the entire thing can you resubmit the
corrected permit modification application to our online submittal portal?
ELYSSA DARNER I PROJECT COORDINATOR
6/CFAOB6A5
5926 NC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County.I Utilities Division 1 Development
From:Chirichella II,Vincent J.<[e-mail]>
Sent:Monday,September 19,2022 2:28 PM
To:Preston Royster<proyster cjtpa.com>
Cc:Darner,Elyssa<[e-mail]>
Subject:RE:2525 Page Rd ABC Store
Based on our interpretation,a permit modification will be required.We do not believe the flow has been allocated for this facility.
Thanks.
Vincent Chirichella,PE
SR.PROJECT MANAGER
Lil_Engineering and Environmental Services
5926 NC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County,-I Utilities Division 1 Development
From:Preston Royster<[e-mail]>
Sent:Monday,September 19,2022 2:12 PM
To:Chirichella 11,Vincent J.<[e-mail]>
Cc:Darner,Elyssa<[e-mail]>
Subject:Re:2525 Page Rd ABC Store
Thanks for passing this along.
Just to confirm,do we need to permit the relocated main? Also,was the flow allocated(I don't believe so,but I just want to verify).
Thanks again.
Preston Royster,PE
CJTpa
111 West Main Street
Durham,NC 27701
phone:[phone]
mobile:[phone]
fax:[phone]
On Mon,Sep 19,2022 at 2:07 PM Chirichella 11,Vincent J.<[e-mail]>wrote:
Preston,
I have found an as-built on our server that does not include the full development.Based on this drawing,we believe this is what would have
been paid on for SDF.Attached is the permit that NCDEQ provided.Thanks.
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9/5/24,3:29 PM RE:2525 Page Rd ABC Store-Pasha,Tanvir-Outlook
Vincent Chirichella,PE
SR.PROJECT MANAGER
;,'DCo_DC_Engineering and Environmental Services
5926 NC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County,,I Utilities Division 1 Development
From:Preston Royster<[e-mail]>
Sent:Monday,September 19,2022 10:55 AM
To:Chirichella 11,Vincent J.<[e-mail]>
Cc:Darner,Elyssa<[e-mail]>
Subject:Re:2525 Page Rd ABC Store
Thanks for getting back to me. All sounds reasonable to me. Just let me know what you find out on the allocation and whether or not the main
needs to be permitted. Fortunately,I believe we have the time,but the sewer relocation is one of the first things that needs to be done...
Thanks again.
Preston Royster,PE
CJTpa
111 West Main Street
Durham,NC 27701
phone:[phone]
mobile:[phone]
fax:[phone]
On Mon,Sep 19,2022 at 10:51 AM Chirichella 11,Vincent J.<[e-mail]>wrote:
Preston,
See below for responses.Thanks.
Vincent Chirichella,PE
SR.PROJECT MANAGER
6;,IDCo_DC_Engineering and Environmental Services
5926 NC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County-1 Utilities Division 1 Development
From:Preston Royster<proyster cjtpa.com>
Sent:Friday,September 16,2022 5:02 PM
To:Chirichella 11,Vincent J.<vchirichellaCa dconc.gov>
Cc:Darner,Elyssa<[e-mail]>
Subject:Re:2525 Page Rd ABC Store
Vince,
Thanks for completing the review. I have a couple of questions. See below:
• Rather than removing the existing sewer main outside of the site,could it be left in place and capped and filled(sheet CD-1.0)?Yes.
The sewer main can be abandoned outside the site.Be sure to show limits of abandonment and provide notes on abandonment
requirements.
• With regards to showing the upstream sewer from EXMH-2,I believe the only lines are services. These may be tied to the main rather
than the manhole. The attached pdf's show a few different arrangements for the service connections. Do you have a record of how
the connections were made? If not,I can stop by and see if I can figure it out. That comment can be ignored.I was thinking there was
additional main heading upstream.Apologies.
• For the pump around,if all of the services tie to the manhole,we'll likely revise the layout to leave the existing manhole and use it as
the wet well for pumping. Does this seem reasonable?Yes.This sounds appropriate while adding a doghouse downstream for the
extension.Alternatively,take a look at the attached layout shift that may eliminate the need for the pump around. Let us know what
you think.The layout looks fine but installing the brick inverts will still likely require a bypass as the grout will need 24-hours to set up if
using hydraulic cement.
• With regards to permitting,what are your thoughts on 15A NCAC 02T.0303(4)(C)? The proposed relocation is for a private main that is
not in an easement. So,technically,I believe it could be relocated anywhere on the site as the site could be considered to be the
easement.Seems that in accordance with 15 NCAC 02T.0303(4)(A)is more appropriate for this scenario.I believe(4)(C)is scenarios
for sewer mains within easements and a new main is installed immediately parallel to the old main.With regards to flow,could the
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9/5/24,3:29 PM RE:2525 Page Rd ABC Store-Pasha,Tanvir-Outlook
flow have potentially been allocated way back with the site plan and/or CD's? lust let us know what you think,and we'll prepare the
permits as necessary.Wastewater flows are only allocated for facilities being constructed and would not have accounted for master
planned facilities.Elyssa is reaching out to NCDEQto request a copy of the State permit as she cannot find it on their website.
Let us know your thoughts. If you have any questions or need anything from us,just let me know. Thanks,and have a good weekend.
Preston Royster,PE
CJTpa
111 West Main Street
Durham,NC 27701
phone:[phone]
mobile:[phone]
fax:[phone]
On Fri,Sep 16,2022 at 9:53 AM Chirichella II,Vincent J.<[e-mail]>wrote:
Preston,
The 1st CD review is complete for the above referenced project.You will receive a link to Box.com shortly to access the redline plans.
Thanks.
Vincent Chirichella,PE
SR.PROJECT MANAGER
1A
5926 INC Highway 55 East
Durham,North Carolina 27713
Office:[phone] 1 Fax:[phone]
Durham County I Utilities Division I Development
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