WQ0040369_Application (FTSE)_20181031

DESIGN
RESOURCE
GROUP
TRANSMITTAL
Date: October 15, 2018
To: Mooresville Regional Office Water Quality Section
Attention: Barry Love
610 East Center Avenue
Mooresville, North Carolina 28115
Reference: Private Sewer Submittal
Job#: 365-027 Bainbridge Research
Chris,
RECEIVED/NCDENR/DWR
Ji'T 16 201E
WQROS
MOORESVILLE REGIONAL OFFICE
Please find attached the following for the Parkwood Residences watermain relocation
Quantity
Date
Description
1
10/15/2018
Original application
1
10/15/2018
Copy of application
1
10/15/2018
Business Registration
1
10/15/2018
Charlotte Water Flow Acceptance letter
1
10/15/2018
USGS Map
1
10/15/2018
Basin Map
1
10/15/2018
Street Map
1
10/15/2018
Check
If you have any questions or require any additional information, please let me know. You can contact me
directly at 704.343.0608 x 319.
Sincerely,
DESIGN RESOURCE GROUP, PA
i•�
Kent Keplinger
Associate
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
3.0608
wwwA
www.drgrp.com
1
t/

State of North Carolina
DWR 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: IA 00 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Bainbridge -GCA Mallard Creek Owner, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual O *Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other — SLG
3. Signature authority's name: Ron Perera per 15A NCAC 02T .0106(b)
Title: Vice President, Development RECEIVED/NCDENRIDWR
4. Applicant's mailing address: 401 Harrison Oaks Boulevard Suite 250 ICT 16 2018
City: Cary State: NC Zip: 27513
5. Applicant's contact information: WQROS
Phone number: [phone] Email Address: rperera(ilbainbridgere.com MOORESVILLE REGIONAL OFFICE
H. PROJECT INFORMATION:
1. Project name: Bainbridge Research Park
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.319928° Longitude: -80.147151°
5. Parcel ID (if applicable): 04713107
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Matthew Moble v License Number: 034267
Firm: Design Resource Group
Mailing address: 2459 Wilkinson Boulevard, Suite 200
City: Charlotte State: NC Zip: 28208-_
Phone number: (704 343-0608 Email Address: Matthew(a),drgrp.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mallard Creek WWTP Permit Number: NCO030210
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T.0 103(20)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 221.0114 f))
Daily Design Flow a,b
No. of Units
Flow
Apartments
135 gal/day
304
41,040 GPD
Pool
10 gal/person
134
1340 GPD
townhomes
190 gal/day
11
2080 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
44,470 GPD
a See 15A NCAC 02T.01 14(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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 44 470 GPD (per 15A NCAC 02T.0114)
➢ 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2120 PVC
r— I
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):
❑ 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:
❑ 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 .0305(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.
FORM: FTA 04-16 Page 3 of 5

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) & (e) ® Yes [-]No
D 15A NCAC 02T 0405(4) contains minimum senarations that shall be provided for sewer systems:
----------------
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 H impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -I or WS -V), B, SA, ORW, HOW, 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
To 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(e) contains alternatives where separations in 02T.0305 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webuaee
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes []No ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 211.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
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 ❑ 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.
❑ Yes ® No ❑ N/A
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

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 version), 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:
that this application for
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. e
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
IWl
name & title from Application Item 1.3.)
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 make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: I�l`�-'w/` �' I Date:
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
W4)TE R
October 10, 2018
Mr. Keplinger L. Kent
Design Resource Group, PA
2459 Wilkinson Boulevard Ste. 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BAINBRIDGE TECHNOLOGY SITE
BEN CRAIG DRIVE AND JN PEASE PLACE, CHARLOTTE, NC
CLTWATER TRACKING # 20181381
After an analysis of the sanitary sewer system associated with the proposed design of project
20181381, BAINBRIDGE TECHNOLOGY SITE, it was determine that there is currently sufficient
capacity to accommodate the sewer flow of 44,470 gallons per day (304 units x 135 gpd/unit, 11
units x 190 gpd/unit, 134 persons x 10 gal/person) at the connection point(s) indicated on the
submitted utility plan for transmission to the Mallard Creek Wastewater Treatment Plant; NPDES
permit number NCO030210, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see the attached NCDEQ FTSE
form.
CLTWater agrees to furnish water to the subject project. The water quality to the subject project is
regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
CLTWater and sewer system is accented on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
appronrtate authorization to construct permits are not obtained and construction has not started
within one (2) year of issuance of this flow acceptance study, and payment for any service
connection(s) has not been received within (2) year of issuance of this flow acceptance letter this
approval shall be rescinded and a new flow acceptance study must be made. If you have any
questions, you may contact me at [phone].
Sincerely,
V"�°a.Pl*
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte. NC 28216 dial lottewater.org
Operated by the City of Charlotte

RECEIVED/NCDENRIDWR
OCT 2 g 2018
WOROS State of North Carolina
R MOORESViLLE REGIONAL OF09partment of Environmental Quality
MDivision of Water Resources
DMslon of water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Design Resource Group, PA
Project Name for which flow is being requested: Bainbridge Research
More than one FTSE maybe 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: Mallard Creek WWTP
b. WWTP Facility Permit #: NCO030210
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 0.679
e. WWTP facility's actual avg. flow 9.175
f. Total flow for this specific request 0.0445
g. Total actual and obligated flows to the facility 9.090
h. Percent of permitted flow used 82.4
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 Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pt), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity 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.
*** 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): Unknown
Downstream Permit Number: Not Applicable
Page I of 6
FTSE 04-16

III. Certification Statement:
I Keri Cantrell 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 indicates acceptance of this wastewater flow.
Signing Official Signature
KA., fit --tom 10/26/2018
Date
Page 2 of 6
FTSE Od-16

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State of North Carolina
Department of the Secretary of State
SOSID: 1735067
Date Filed: 8/3/2018 10:51:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2018 215 00036
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the limited liability company is Bainbridge -GCA Mallard Creek Owner, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Delaware
3. Principal office information: (Select either a or 6)
a. M The limited liability company has a principal office.
The principal office telephone number: 561-333-3669
The street address and county of the principal office of the limited liability company is:
Number and Street: 12765 W. Forest Hill Blvd., Suite 1307
City: Wellington State:FL ZipCode:33414 County: _
PALM BEACH
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street: sante
City:
State:_ Zip
b. ❑ The limited liability company does not have a principal office.
County:
4. The name of the registered agent in the State of North Carolina is: Corporation Service Company
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number andStreet:2626 Glenwood Avenue, Suite 550
City: Raleigh State: NC Zip Code: 27608 County:
Wake
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
Carolina is:
Number and Street: same
City:
State: NC
Zip Code: County: _
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 20/7) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary) (This document must be signed by a person listed in item 7.)
Name and Tlrle Business Address
Bainbridge Manager, LLC, Manager 12765 W. Forest Hill Blvd., Suite 1307
Wellington, FL 33414
8. 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 he
less than six months old. A nholceonv of the certification cannot be accented.
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious n is t ched.
10. (Optional): Please provide a business e-mail addr Privacy Redaction
The Secretary of State's Office will e-mail the bu ri cost when —adocument
is filed. The e-mail Provided will not be viewable on (fie website. For more information on why this service is offered, please see
the instructions for this document.
11. This application will be effective upon riling, unless a delayed date and/or time is specified:
This the 2nd day of August 20 1$
Bainbridg -GCA Mallard Creek Owner, LLC
Na te of Linnireell,iabi Cnmpmry
Signature of Company 01fici
Heather Irving, Authorized Representative of Bainbridge Manager, LLC
Type or Print Name
Notes:
I, Filing fee is $250. This document must be filed with the Secretary of State.
Manager
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised July 2017) (Form L-09)

Delaware Page 1
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "BAINBRIDGE—GCA MALLARD CREEK OWNER,
LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS
IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF
THIS OFFICE SHOW, AS OF THE SECOND DAY OF AUGUST, A.D. 2018.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "BAINBRIDGE—GCA
MALLARD CREEK OWNER, LLC" WAS FORMED ON THE FIRST DAY OF AUGUST,
A.D. 2018.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
7000052 8300
SR# 20185982029
You may verify this certificate online at corp.delaware.gov/authver.shtml
JahnY WBWat�. S+<M�ry et S�x�
Authentication: 203177847
Date: 08-02-18

North Carolina Secretary of State Search Results
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Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Bainbridge -GCA Mallard Creek Owner, LLC
Information
Sosld: 1735C67
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 8/3/2018
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Mailing
12765 W. Forest Hill Blvd., Suite 1307
Wellington, FL 33414
Principal Office
12765 W. Forest Hill Blvd., Suite 1307
Wellington, FL 33414
Reg Office Reg Mailing
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Raleigh, NC 27608
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_RegistratioiiResults 10/16/2018

Central Files: APS _ SWP _
10/31 /2018
Permit Number WQ0040369
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
44,470
Facility
Facility Name
Bainbridge Research Park
Location Address
Owner
Owner Name
Bainbridge -Gca Mallard Creek Owner LLC
Dates/Events
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Ron Perera
401 Harrison Oaks Blvd
Cary NC 27513
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
10/31 /2018 10/16/2018
10/31 /2018 10/31 /2018
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested 10/17/18
Condominium
Additional information received 10/29/18
Swimming pool backwash
Wastewater collection
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin