WQ0040489_Application (FTSE)_20190103

Central Files- APS SWP
11 /30/2018
Permit Number W00040489 Permit Tracking Slip
Program Category
Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flown
Facility
Permit Contact Affiliation
Facility Dame Major/Minor Region
Kerr Station Lofts Private Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Dri Ca Wilmington LLC Non -Government
Owner Affiliation
Olivia Prais
130 E Randolph St
Dates/Events Chicago IL 60601
Scheduled
Orig Issue App Received Draft Initiated issuance Public Notice Issue Effective Expiration
1- 1 /29/2018
Regulated Activities Requested lReceived Events
Additional information requested
Additional information received
OLItfall
Waterbody Dame Strearnlndex Number Current Class Subbasin
-- — -- — --

TO: NCDEQ - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
❑ Shop Drawings
❑ Copy of Letter
11-28-18 ° ° 03160629.00
' Dean Hunkele
Kerr Station Lofts
Wastewater Svstem Permit Review Submittal
® Attached ❑ Under separate cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following
items:
❑ Specifications
2
Public Fast Track Sewer Application (1 original & 1 copy)
2
Private Fast Track Sewer Application (1 original & 1 copy)
2
HOA Form (1 original & 1 copy)
1
$480 Review Fee
2
Design Narrative
2
Flow Tracking Application
2
USGS Map & Street Level Map
THESE ARE TRANSMITTED as checked below:
Z For approval ❑Approved as submitted
❑ For your use El Approved as noted
F-1 As requested ❑Returned for corrections
❑ For review and comment F-1
❑ FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US
F-1 Resubmit
El Submit
[:1 Return
REMARKS: Please let me know if you have any questions or need anything else. Thanks.
COPY TO: SIGNED: oe Bovd. PE
If enclosures are not as noted, kindly notify us at once.
copies for approval
copies for distribution
corrected prints

File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List 9 View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
DRI/CA Wilmington, LLC
Prev Legal Name
CA Student Living Wilmington LLC
Information
Sosld: 1718267
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 6/21 /2018
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Mailing
130 E Randolph St Ste 2100
Chicago, IL 60601
Reg Mailing
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
Company Officials
Principal Office
130 E Randolph St Ste 2100
Chicago, IL 60601
Reg Office
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

t
SOSID: 1718267
Date Filed: 11/7,12018 4:57:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018 311 00669
State of Yorth Carolina
Department of the Secretary of State
APPLICATION FOR AMENDED CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for an
Amended Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following
statement.
I , Name of Limited Liability Company
a. The name of the limited liability company exactly as it appears on the Certificate of Authority currently on file with the
North Carolina Department of the Secretary of State:
CA Student Living Wilmington, LLC
b. The fictitious name, if any, of the limited liability company currently on file with the NC Department of the Secretary of
State i s:
2. The state or country of formation is: Delaware
State of`North Carolina is'. 6/21/2018
3. The date the limitedin the liability company was authorized to transact business he t
4. The changes being made are as follows: (See instructions for the specific uses of ibis document,)
The name of the limited liability company is amended to DRUCA Wilmington,
5. Attached is a certificate of existence (or document of similar import), duly authenticated by the Secretary of State or other official
having custody of limited liability company records in the state or country of formation. The certificate of existence must be less
than six months old. A photocopy of the certification cannot be accepted.
6. This application will be effective upon filing, unless a date and/or time is specified:
This the 6th day of November
20 1$
CA Student Living Wilmington, LLC
Name of Limited Liability Company
Si 0
Brian Morrissey, Authorized Signatory
Type or Print Name and Title
Notes:
1. Filing fee is $50. This application must be fled with the Secretary of State.
BUSINESS REGIS'i'RATION DIVISION P_ 0. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-10)

Hunkele, Dean
From: Boyd, Joseph <[e-mail]>
Sent: Thursday, November 29, 2018 1:45 PM
To: Hunkele, Dean
Cc: Bernice S. Johnson (Bern [e-mail]); Matthew Tribett
([e-mail])
Subject: [External] RE: Kerr Station Lofts
Dean,
We submitted the additional permit fee check to you around lunch time.
I have spoken to the developer and there answers to your questions are as follows:
1. The commercial portion of the project will connect to the private line.
2. The commercial spaces will be leased.
With this, let me know if you need anything else to continue moving forward with the permit.
Thanks!
Joe
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, November 28, 2018 4:22 PM
To: Boyd, Joseph <[e-mail]>
Cc: Bernice S. Johnson (Bern [e-mail]) <[e-mail]>; Matthew Tribett
([e-mail]) <[e-mail]>
Subject: Kerr Station Lofts
Importance: High
Joe,
We only received 1 application fee but we require a fee for each application and there are 2 apps, thus need another
$480 check.
I see that these are apartments so I do not need an Operational Agreement for them independently, but need more info
on the proposed commercial items. Are the commercial structures connecting to the private or the public line? If on
the public line, then I will need to assign their flow on the public permit with the application and FTSE amended with one
for each permit. If on the private line, then are they to be leased or sold? If sold, then I would need a Developers OA to
cover them and maintenance down the road and they would need to file Covenants/Restrictions covering future O&M
of all the private line among all potential owners prior.to certification.
Also just as an FYI to both you and CFPUA, they changed their corporate name to DRI/CA Wilmington LLC on 11-7-
2018. 1 was able to get adequate info from the NC Sec of State page to accept the private application as submitted.
1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: W a 4 1 to be completed b DWR
pp ( p y )
All items must be completed or the application will be returned
W
I. APPLICANT INFORMATION:
1. Applicant's name: CA Stu ivin i Qton. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual ® Corporation EI*General Partnership El Privately -Owned Public Utility
D Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Olivia Prais per l 5A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 130 East Randolph Street, Suite 2100
City: Chicago State: IL Zip: 60601-
5. Applicant's contact information:
Phone number: [phone] Email Address: oprais(aca-ventures.com
II. PROJECT INFORMATION:
1. Project name: Kerr Station Lofts
2. Application/Project status: ® Proposed (New Permit) El Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2387' Longitude:-77.88790
5. Parcel ID (if applicable): 313707.69.1814; 313707.69.3864; 313819.60.6237, 313819.60.5113
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joe Bold License Number: 039113
Firm: Withers Ravenel
Mailing address: 219 Station Road, Suite 101
City: Wilmin ton State: NC Zip: 28405-
Phone number: [phone] Email Address: jboyd&withersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside Plano Permit Number:
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational .Agreement (FORM: DFV) been attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Property. Owners' Association, has an Operational Agreement (FOR' M• HOA) been attached?
EYes [:]No ❑N/A
4. Origin of wastewater: (check all that apply):
El Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ® Retail with food preparation/service El Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities E Swimming Pool /Clubhouse
® Food and drink facilities ❑ Church El Swimming Pool/Filter Backwash
El Businesses / offices / factories D Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? EJ Yes ❑ No
6. Has a flow reduction been approved under 1.5A NCAC 02T .0114(f)? ❑ Yes Z No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ',b
No. of Units
Flow
1 Bedroom Units
240 gal/day
21
59040 GPD
2 Bedroom Units
240 gal/day
24
59760 GPD
4 Bedroom Units
480 gal/day
94
451120 GPD
2500 sf Resturant
40 gal/seat
100
49000 GPD
8,000 sf Club House
130 gal/1000 sf
8
P$
2,500 sf Retail Space
130 gal/1000 sf
2.5
325 GPD
Total
615285 GPD
0=6
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) 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 G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 61,285 GPD (per 15A NCAC 02T .011.4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 570 PVC
8 380 DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
El Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03 05 (h)(1)(C) :
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (, ® Yes [:]No
➢ 15A NCAC 09T M05(f) mntninc minimum cPnnrntinnc that chA hp „rmArlPr] fnr cP-zrPr cvetPmc-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines(vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation) and wetlands see item IX.2)
.50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
➢ 15A NCAC 02T.0305(9) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webp �e
➢ If noncompliance with 02T.0305(f) or W, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? E Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? E Yes [:]No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ . Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c}(6) (additional permits/certifications)? ® Yes El No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
E]Yes ® No
➢ I 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

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest versions, and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, Joseph Boyd attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I> - (1V I OL
(Signature Authorit-3�s name & title from Application Item I.3.)
attest that this application for
has been reviewed -by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will snake 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: AINILO- Date:
FORM: FTA 04-16 Page 5 of 5

If
� ice. ,• i,, > � 6 �� v': '�•�, _
Division: of Water Resources:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: CA Student Living Wilmington, LLC
Project Name for which flow is being requested: Kerr Station Lofts
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow
16.000
d. Estimated obligated flow not yet tributary to the WWTP
2.699
e. WWTP facility's actual avg. flow
10.661
f. Total flow for this specific request
0.061285
g. Total actual and obligated flows to the facility
13.421
h. Percent of permitted flow used
83.9%
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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
010
N/A
(A)
(B)
Design
Average
Approx.
Firm Daily Flow* *
Current
Capacity, * (Firm / pf),
Avg. Daily
MGD MGD
Flow, MGD
1dR17 19011
1d'71
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity* * *
0AAI
1015
1)MR
* The Firm Capacity (design flow) of any pump station is defined as the maum 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): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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.
Signing Official Signature
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

W'tnersRavene'.
Our People. Your Success.
Sanitary Sewer System Narrative
Kerr Station Lofts
Wilmington, NC
Site Location and Description
The purpose of this project is to construct a new mixed -use development known as Kerr Station Lofts
within the City of Wilmington, NC. This project involves constructing parking lots, underground
infrastructure, stormwater control devices and a mass grading for 139 apartment units, 5,000 sf of
commercial space and an 8,000 sf clubhouse. The project is located at 4599 Franklin Avenue, is
8.39 acres in area, and owned by CA Student Living Wilmington, LLC. Currently the site consists of
a shopping mall and a few residential homes within woodlands. This project proposes 61,285 gpd
of sewer flow. Land use in the vicinity includes commercial to north and west and residential to the
south and east.
This project proposes making 2 sewer connections via existing gravity sewer manholes, one along
Franklin Avenue and one along Jacksonville Street that are both City of Wilmington Right of Ways.
Gravity sewer is proposed within the development to tie to these 2 connection points. A short run
of gravity sewer will be within the Right of Way with a manhole placed just outside the Right of Way
that will be owned by the Cape Fear Public Utility Authority. (CFPUA). Once past this manhole, the
gravity sewer system will continue internal of the site and will be privately owned and maintained
by CA Student Living Wilmington, LLC. Sewer flow once offsite will drain to an existing pump station
(Pump Station #10) owned by the Cape Fear Public Utility Authority (CFPUA) and ultimately ends at
the James A. Loughlin (Northside) Wastewater Treatment Plant, also owned and operated by CFPUA.
Sewer Design
The proposed sewer system includes the design and construction of approximately 1,015 LF of 8-
inch gravity sewer, nine manholes and nineteen service connections. The existing manhole that this
project connects to is fairly shallow and therefore cover over the pipe is at a minimum. Where
possible PVC piping is used but once under three feet of cover, DIP is used for the project. To our
knowledge, this project complies with the 15A NCAC 02T rules.
As mentioned, once the wastewater flow leaves the project via gravity flow, it will ultimately end up
at the James A. Loughlin (Northside) Wastewater Treatment Plant. This project proposes 61,285 gpd
of sewer flow be added to the Treatment Plant, which will put the plant's capacity up to 83.9% of its
permitted flow.

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