WQ0039877_Application_20211007

TRANSMITTAL
Date: October 7th, 2021
To:
From:
Project:
RE:
MOORESVILE REGIONAL OFFICE
WATER QUALITY SECTION
610 E. Center Avenue
Mooresville, NC 28115
James McGivern (for Hy Nguyen)
17001 — Cannon Offices
Fast Track Application
RECEIVED/NCDEQ/DWR
OCT 7 2021
WOROS
MOORESVILLE REGIONAL OFFICE
associates
designing places for generations
master planning . civil engineering
urban design . landscape architecture
We are transmitting the following items via:
Q Hand Delivery
❑ Overnight
❑ US Mail
❑ Under Separate Cover
Qty
Date
Description
1
10/07/2021
Check: #011793 $480.00
2
10/06/2021
Cover Letter / Narrative
1
10/06/2021
FTA-06-21 Fast Track Sewer Extension Application — Original
1
10/06/2021
FTA-06-21 Fast Track Sewer Extension Application — copy
2
10/06/2021
Flow Acceptance Letter
1
10/06/2021
Developer's Operational Agreement - Original
1
10/06/2021
Developer's Operational Agreement - copy
2
10/06/2021
Corporate Annual Report
2
10/06/2021
Two Maps
2
10/06/2021
Previous Permit & Previous Cover Letter
C For Permit
Remarks:
❑ For review
0 For reference
❑ Other
Enclosed are the documents required for the Fast Track Application. Please contact us at 704-332-1204 if
you have any questions.
By: James McGivern
DPR Associates • 919 Berryhill Road, Suite 101, Charlotte, NC 28208 • PH 704.332.1204 • upr .dprassociates.net

DPR Associate, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
October 6, 2021
Permit Reviewer
NCDENR — Division of Water Resources
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Cannon Offices Phase 2 for Raley -Miller Properties, Inc.
Fast Track Application Project Narrative & Engineer's Report
Dear Permit Reviewer:
RECEIVED/NCDEQ/DWR
OCT 7 2021
WQROS
Ali = s RESVILLE REGIONAL OFFICE
I1
associates
signing places for generations
master planning . civil engineering
urban design . landscape architecture
Enclosed are the required materials for adding flow to the previously permitted and constructed private sanitary sewer
system to serve the proposed Cannon Office development located in the City of Concord, Cabarrus County, North
Carolina. The proposed development consists of 2 additional office buildings of 7,128 sq. ft. each, bringing the entire
complex to a total of 4 buildings totaling 38,546 sq. ft.
Per the City of Concord and the Water and Sewer Authority of Cabarrus County (WSACC), an additional flow
of 3,500 GPD (gallons per day) was calculated for this phase. With the original 2 buildings permitted for 5,000 GPD,
the total flow from the site will be 8,500 GPD. As calculated below :
Existing Medical Building #1 (12,145 sq.ft.) = 10 practitioners per 1 shift x 250 gal / practitioner / shift = 2,500 GPD
Existing Medical Building #2 (12,145 sq.ft.) = 10 practitioners per 1 shift x 250 gal / practitioner / shift = 2,500 GPD
Proposed Office Building #3 (7,128 sq.ft.) with 70 people = 70 people x 25 gpd / person = 1750 GPD (NEW)
Proposed Office Building #4 (7,128 sq.ft.) with 70 people = 70 people x 25 gpd / person = 1750 GPD (NEW)
The proposed private 6" sanitary sewer system will discharge to an existing 10" & 12" public gravity sewer system
along Harris Road S.R. #1449 maintained by the City of Concord / WSACC. The system will then discharge into an
existing 36" trunk sewer line, WQCS00009, maintained by WSACC along Clarkes Creek. The proposed flow will be
treated at the Rocky River WWTF, Permit # NC0036269.
Please contact me if you require any additional information or have any questions.
Sincerely,
DPR Associate, Inc.
Hy V. Nguyen, P.E.
President
10 �r

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 144 1 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: RMP — Cannon, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual X Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: David Miller per 15A NCAC 02T .0106(b)
Title: Partner
4. Applicant's mailing address: 10815 Sikes Place, Suite 300
City: Charlotte State: NC Zip: 28277-
5. Applicant's contact information:
Phone number: [phone] Email Address: david(a7raleymiller.com
RECEIVED/NCDEQ/DWR
OCT - 7 2021
WOROS
MOORESVILLE REGIONAL OFFICE
II. PROJECT INFORMATION:
1. Project name: Cannon Offices Phase 2
2. Application/Project status: ❑ Proposed (New Permit) X Existing Permit/Project
If a modification, provide the existing peitiit number: WQ0039877 and issued date: 3/28/18,
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: WQ0039877
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.418266° Longitude: -80.745317°
5. Parcel ID (if applicable): 46719184870000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Hv V. NguyenLicense Number: 030523
Firm: DPR Associates, Inc.
Mailing address: 919 Berryhill Road #101
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: hnguyen(a7dprassociates.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River WWTF Permit Number: NC0036269
Owner Name: Water and Sewer Authority of Cabarrus County - WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ18-0228503
2. Downstream (Receiving) Sewer Information: 10 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00009
Owner Name(s): City of Concord
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
• ® Yes ❑ No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
® Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic 0 % Commercial 0 % 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 .0114(f)? ❑ 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(1))
Daily Design Flow a,b
No. of Units
Flow
Bldg. #3: Medical Offices (7 practitioners)
250 gal/day
1
1,750 GPD
Bldg. #4: Medical Offices (7 practitioners)
250 gal/day
1
1,750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
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: 3,500 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously peHuiitted 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 06-21
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
N/A
ZERO
N/A
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ 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(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
®Yes El No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ 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: ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Hy V. Nguyen , attest that this application for Cannon Offices, Phase 2
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item 1I.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,
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, David Miller , attest that this application for Cannon Offices, Phase 2
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.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 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:
Date: /a / O7i1
FORM: FTA 06-21 Page 5 of 5

ISO1400102015 + HCSIarPatric Sectors OHSA8180012001
September 29, 2020
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Cannon Office Phase 2 Private Sewer
Dear Mr. Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on September 24, 2020. WSACC has or will have capacity
at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat
the commercial wastewater from the proposed project entitled Cannon Office Phase 2 Private Sewer, located off
Harris Road. The referenced project will serve two additional medical buildings, with a projected additional
wastewater flow of 3,500 gallons per day (gpd). The wastewater generated by this project will be conveyed
through a proposed gravity system, through an existing gravity system, and then enter WSACC's system at the
existing 36-inch Clarke Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater
from the proposed development based on information provided by DPR Associates, Inc. (Civil Engineer for the
project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.0 G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 224.
Chad VonCannon, PE
Engineering Director
cc: Sherri Moore/Concord
Hy V. Nguyen, PE/DPR Associates, Inc.
Michael Wilson/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

STATE OF NORTH CAROLINA
COUNTY OF CABARRUS Peii lit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
, by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
RMP - CANNON, LLC. , a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in CABARRUS County, upon
which it is erecting and will erect dwelling units and other improvements, said development to beknown
as CANNON OFFICES (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a peiiiiit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be foamed at the time of filing of the
Declaration, (UNIT OWNER'S ASSOCIATION) CANNON OFFICES ASSOCIATION (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re -constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance, re -construction andrepair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilitiesin accordance with applicable permit provisions andlaw.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws andDeclaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
FORM: DEV 03-19 Page 1 of 2

LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017
NAME OF LIMITED LIABILITY COMPANY:
RMP-Cannon, LLC
SECRETARY OF STATE ID NUMBER: 1390662
REPORT FOR THE CALENDAR YEAR: 2021
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: NC
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Filing Office Use Only
E - Filed Annual Report
1390662
CA202108218730
3/23/2021 05:00
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2626 Glenwood Avenue, 2626 Glenwood Avenue„ Suite 550
Raleigh, NC 27608 Wake County Raleigh, NC 27608
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
10815 Sikes Place, Suite 300 10815 Sikes Place, Suite 300
Charlotte, NC 28277-9601 Charlotte, NC 28277-9601
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Raley Miller Properties
TITLE: Manager
NAME:
TITLE:
NAME:
TITLE:
ADDRESS: 10815 Sikes Place ADDRESS: ADDRESS:
Suite 300
Charlotte, NC 28277
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Raley Miller Properties, by Maryann McGarity Controller 3/23/2021
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
Raley Miller Properties, by Maryann McGarity Controller Manager
DATE
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

landscape architecture
planning
civil engineering
DPR Associates, Inc. 1 420 Hawthorne Lane 1 Chariotte, NC 28204
ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates.net
CANNON OFFICES
CONCORD, NORTH CAROLINA
RMP - CANNON, LLC
Scale: 1" = 500'
Date: 10/06/2021
Job #: 17001
By: CFC
T:\PROJECTS\2017 PROJECTS\17001 Cannon Office - Ken Orndoff\DOCUMENTS\FORMS \CONCORD FORMS\SSW\17001 STREET LEVEL MAP.dwg
Dwg. No:
BD-1

MAP PREPARED FROM
KANNAPOLIS QUADRANGLE
NORTH CAROLINA- CABARRUS COUNTY
7.5 - MINUTE SERIES
KANNAPOLIS, 2016
DP7
landscape architecture
planning
civil engineering
DPR Associates, Inc. 1420 Hawthorne Lane (Charlotte, NC 28204
ph. 704.332.1204 Ifx. 704.332.1210 I www.dorassociates.net
CANNON OFFICE
CONCORD, NORTH CAROLINA
RMP - CANNON, LLC
USGS TOPOGRAPHIC MAP
Scale: 1" = 600'
Date: 10/06/2021
Job #: 17001
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BD-1

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interior Director
Water Resources
ENVIRONMENTAL QUALITY
March 28, 2018
Mr. Kenneth Orndorff, Partner
RMP - Cannon, LLC
10815 Sikes Place, Suite 300
Charlotte, North Carolina 28277
Subject: Permit No. WQ0039877
RMP - Cannon, LLC
Cannon Offices
Wastewater Collection System Extension Permit
Cabarrus County
Dear Mr. Orndorff:
In accordance with your application received March 23, 2018, we are forwarding herewith Permit No.
WQ0039877 dated March 28, 2018, to RMP - Cannon, LLC (Permittee) for the construction and operation
upon certification 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 the following conditions contained within this permit:
Condition IL 1: This permit shall not be automatically transferable; a request must be made and approved.
Condition II.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee 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.
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 150E 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.
State of North Carolina I Environmental Quality I Water Resources Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

Environmental
Quality
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
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 the
RMP - Cannon, LLC
Cabarrus County
for the construction and operation of approximately 675 linear feet of 6-inch gravity sewer, to serve
two medical buildings as part of Cannon Offices Project , and the discharge of 5,000 Gallons per
day of collected wastewater into the Water and Sewer Authority of Cabarrus County's existing
sewerage system, pursuant to the application received March 23, 2018, and in conformity with 15A
NCAC 2T; 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 Environmental Quality and considered a part of this pei uiit.
This penult shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
cuSiged by:
11Don
sII.e.w H P44444.
F161 FB69A2D84A3...
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0039877
Permit Issued: March 28, 2018
Page 3 of 8

a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 months and inspections
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g.
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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
pet inittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
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, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 8

or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis and each on
its own merit. Please note that variances to the Minimum Design Criteria should be requested and
approved during the permitting process prior to construction. After -construction requests are
discouraged by the Division and may not be approved, thus requiring replacement or repair prior to
certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; 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, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

landscape architecture
planning
civil engineering
DPR Associates,Inc.■420HawtharneLane•Charlotte,NC28204
phone 704,332.1204 - fax 704.332,1210 • www.dprassodates.net
DPR Associate, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
February 19, 2018
Permit Reviewer
NCDENR — Division of Water Resources
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Cannon Offices for Raley -Miller Properties, Inc.
Fast Track Application Project Narrative & Engineer's Report
Dear Permit Reviewer:
Enclosed are the required materials for permitting the proposed private sanitary sewer system to serve the proposed
Cannon Office development located in the City of Concord,. Cabarrus County, North Carolina. The proposed
development consists of 2 Medical Buildings totaling 24,290 sq. ft.
Per the City of Concord and the Water and Sewer Authority of Cabarrus County ( WSACC ), a flow of
5,000 GPD ( gallons per day) was calculated for this site. Calculation described below :
Medical Building # 1 (12,145 sq.ft. ) = 10 practitioners per 1 shift x 250 gal / practioner / shift = 2,500 GPD
Medical Building # 2 (12,145 sq.ft.) = 10 practitioners per 1 shift x 250 gal / practioner / shift = 2,500 GPD
The proposed private 6" sanitary sewer system will discharge to a proposed public 12" & 10" gravity sewer system to
be maintained by the City of Concord / WSACC. The system will then discharge into an existing 36" sewer line,
WQCS00009, maintained by WSACC along Harris Road S.R. # 1449. The proposed flow will be treated at the Rocky
River WWTF, Permit # NC0036269.
Please contact me if you require any additional information or have any questions.
Sincerely,
DPR Associate, Inc.
Hy V. Nguyen, P.E.
Vice President of Engineering
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