WQ0037940_Regional Office Historical File Pre 2018

North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
August 13, 2015
Mr. Steve Hoots, Construction Manager
Childress Klein Properties
2800 One Wells Fargo Center
Charlotte, NC 28202
Subject: Permit No.WQ0037940
Rivergate office Phase 1
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Hoots:
In accordance with your application received July 30, 2015, we are forwarding herewith Permit
No.WQ0037940 dated August 13, 2015, to Childress Klein Properties (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shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
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.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer service 1-877-623-6748
Internet: www.ncwaterqualitv.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

Childress Klein Properties
Permit No.WQ0037940
Ifyou need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
for S.Jay Zimmerman, P.G.
Director, Division ofWater Resources, 0CDENR
byMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCQENR
cc: Kevin S.Caldwell, PE.(electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
Page 2 of 8

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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
Childress Klein Properties
Mecklenburg County
for the construction and operation of approximately 371 linear feet of 8-inch gravity sewer to serve a 10
employee office space as part of the Rivergate Office Phase 1 project, and the discharge of 250 GPD of
collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received July,30, 2015, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer
Minimum Design Criteria adopted March 4, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
ecified conditions and limitations cont.' • - . therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
&?
Permit Number: WQ0037940
Permit Issued: August 13, 2015
Page 3 of 8

SUPPLEMENT ��� �������K7� ������ �A����
^�� PERMIT COVER
Childress Klein Properties is hereby authorized to:
Construct, and then operate upon mertifcatioU the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine
Creek Wastewater Treatment Facility inaccordance with Permit NumherNCU0Z497O'
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A N[AC ZT; the Division's Gravity Sewer Minimum Design Criteria adopted March 4, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Forme Mains adopted June I, ZOOV as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. it shall be the Permittee"s responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
1. SPECIAL CONDITIONS
1. This permit shall become voidable unless the agreement between Childress Klein Properties and
Charlotte Water for the collection and final treatment ofwastewater is in full force and effect, [154
2. No flow in excess of the quantity permitted herein, 250 GPD shall be mace tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
toand approved bythe Division. [I5ANCACO2TD304(b)]
11. STANDARD CONDITIONS
l. This permit is not transferable, In the event there is a desire for the wastewater collection facilities
tochange ownership, orthere |saname change of the Pcmoittee,aformal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials asmay beappropriate. The approval ofthis request shall beconsidered ooits
merits and may ormay not beapproved. [l6AWCAC0ZT'UIO4;G.S143-2IS1(d3)]
1 This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; lS4 NCA[ 2T; the Division's Gravity 3evvnr Minimum
Design Criteria adopted March 4, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting ofPump Stations and Force Mains adopted June 1, 2003as applicable, and
other supporting materials unless specifically mentioned herein. (15A NCAC 02T.0110]
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting, data. [15A NCAC 02T .01101
4. The wastewater collection facilities shall beproperly maintained and operated atall times, The
Page 4 of 8

operation and maintenance of these facilities as required by 15A NCAC 2T .0403. 1f an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
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
are 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 §143-215.1C.
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
permittee 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, following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due to known or unknown reasons, that renders the fad|hY
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage orbreakage, etz.;or
b. Any SSOand/or spill over l,OOQgallons; or
r. Any 5GOand/or spill, regardless ofvolume, that reaches surface water
Voice nnaO messages or faxed information is permissible, but this shall not he considered as the
initial verbal report. QwedMoma and spills occurring outside nnnna| business hours may also he
reported to the Division of Emergency Management attelephone nurnber(8O0) 858-0368nr(819)
733-3300 Persons reporting any ofthe above occurrences shall file a spillreport bycompleting and
submitting Part | of Fnnn CS-63O (or the most current Dk/|dom approved form) within five days
6m1|mm/ing first knowledge ofthe occurrence. This report must outline the actions taken orproposed
tobetaken tnensure that the problem does not recur. Part ||ofForm CS,-SS0(or the most current
Division approved form) can also be completed to show that the 6SO was beyond control. [6.l 143'
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled xm as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
tuthe surface waters ofthe State. [15AN[AC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these, permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents tothe address provided onthe form. Acomplete cerLificadun is one where
the form is fully executed and the supporting documents are provided as applicable. Any
vxastewaterOm*v made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permit1eetoappropriate enforcement actions.
If the permit is issued to private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, DecLarmtio nantsyRestrictions, and Bylaws that have been
appropriately filed with the applicable Count/o Register of Deeds mffica shall be submitted with
the certification.
Acomp|ete certification isone where the form Usfully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (mbm & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans oron digital media (CD or DVD disk) and are defined as the design drawings
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush |ovv points in
force mains with a pump cycle, and downstream sewer capacity analysis. it portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stndqnn^ storage
capacities and the rotation schedule of the portable power source or pump, include travel
bonefrarnex, shall be provided.
Page 6 of 8

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and, increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications 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 March 4, 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

FAISTTRACK, SEWER ENGINEERING CERTIFICATION
Childress Klein Properties
WQ0037940
RiverQateOffice Phase 1
August l3'Z01S
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water [}ua|h» Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection systern extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the PennNtee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until afinal certification isreceived. AFinal Certification shall beacomplete set ofrecord drawings and
design calculations regardless ofwhether partials have been submitted.
PERMITTEE'S CERTIFICATION
[ the undersigned agent for the Pennittee,hereby, state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the permittee,and the Pemnittee is prepared to operate 8.maintain
the wastewater collection system permitted herein o, portiomsthereof.
Printed Name, Title
Signature Date
ENGmNEsu'SKIERIIFIC*T@0IN
i _ _ as duly registered Professional E ineerin the State ofNorth Carolina,
having been authorized to observe ([ i periodically, [] oveeWy, | | full dmm) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the bestof
my ab||iti es, due oawa and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC UZl; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted K4arch4, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting ofPump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
[:] Final | | Partial (include description)
Certification Comments/Qualifiers (attach ifnecessmm):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115

z
0
z
z
0
0
0
CL
/,
la.
USE THE TAB KEY TO MOVE FROM HELD TO FIELD Application Number:
(to be completed by DWR)
OwneriPermittee:
Childress Klein Preperties
Full Legal Name (company, municipality, HOA, utility,
lb. Steve Hoots. Construction Manager
Signing Official Name and Title (Please review 15.A NCAC 2T .0106 (b) for authorized signing officials)
lc The legal entity who will own this system is: RECEIVED/NCDENRIDWR
O Individual E Federal 0 Municipality 0 State/County 0 Private Partnership rl Corporation 0 Other (specify
0 2'
ld. 2800 One Wells Fargo Center le, Charlotte
Mailing Address
if, NC
State
1 h 704-342-9000
Telephone
i„ 704-342-9039
Facsimile
City wOPOS
1g, 28202 MOORESVILI. E qEGIONAL OFFICt
-
Zip Code
1j. steve,[e-mail]
E-mail
2, Project (Facility) Information:
2a, Riveraate Office Phase 1 2b. Mecklenburg
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a: Scott Gregory, Project Designer
Name and Affiliation of Someone Who Can Answer Qu
3b. 704-941-2244
Phone Number
County Where Proje.ct. is Located
stions About this Application
3c, sgrega ea ciencegroukcom
E-mail
1 Project is 0 New 0 Modification (of an existing permit) If Modification, Permit No,:
2. Owner is El Public (skip to Item B(3))
Private (go to item 2(a))
2a If private, applicant will be:
f.'_] Retaining Ownership (i.e, store, church, single office, etc„) or
O Leasing units (lots, townhomes, etc, - skip to Item B(3))
TA Selling units (lots, townhomes, etc, - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
El Public Utility (Instruction D)
0 Homeowner Assoc /Developer (Instruction E)
0 3, Charlotte Water —
Owner of Wastewater Treatment Facility F) Treating Wastewater From This Project
4a: McAlpine Creek 4b. NC0024970 ..._
Name of VVWTF NMATTF Permit No
, . .....,
5a, Charlotte Water .,, 5l:i. 8" ..wc —
Gravity I5c. WQ10337 __
! LL Owner of Downstream Sewer Receiving Sewer Size IC Force Main I permit # of Downstream Sewer (Instruc- tion F
Z 6
th
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Horne Park
10 School
Ei Restaurant
El Office
Ej Retail (Stores, shopping centers)
El Institution
O Hospital
0 Church
EJ Nursing Home
[1] Other (specify):
100P/0 Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Description)
7, Volume of wastewater to be allocated or permitted for this particular project 250 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
El Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
[7] Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T 0303 to determine if a permit is required)
FTA 10-14 APPLICATION Page 4 of 6

i ^
Z
0
0
Design Flow
(MGD)
2
0
Z
B. PERMIT
•9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (t).
25gal/employee x 10 employees
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
New Gravity or Additional
Force Main
371
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: Latitude:
'Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w(ATS;
2 - portable generator w/MTS
Force Main Size 1 Force Main Length
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: Latitude:
Design Flow
(MGD)
r
Operational Pointl Power Reliability Option
GPM @TDH 1 - permanent generator wIATS;
2 - portable generator wIMTS
Force Main Size ! Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2" d treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 of 6

14, Have the following perrnits
ca
ions been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Suffer Waiver?
Stormwater?
El Yes Li No
E Yes ❑ No
[p Yes [IJ No
Yes El No
N/A
N/A
NIA
Li NIA
15. Does this project include any high priority lines 05A NCAC 02T ,0402 (2)) involve aerial lines, siphons, or interference
manholes)? These Pines will be considered high priority and must be checked once every six months
Check if Yes: El and provide details.
Owner/Permittee's Certification: (Signature of Signing Official and Project Narne)
1, tti+f 'i(604 attest that this application for Rivergate Office, Phase 1 has been reviewed by
me and is accurate and complete to the best of my knowledge. 1 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. Note: In accordance with North Carolina General Statutes 143-215,6A and
143-215,68 any person who knowingly makes any false statement„ representation, or certification in any application 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
APP
Z
0
Official Signa
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
CATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC, REFER TO 15A NCAC 02T .0305
H 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Q
c
1,
,attest that this application for Rivergate Office, Phase 1 has been reviewed by me
and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge., 1 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 adopted
February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June '1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals
may have developed certain portions of this submittal package, inclusion of these materials under my signature and seal
signifies that l have reviewed this material and have judged it to be consistent with the proposed design. Note: !n
accordance with NC General Statutes 143-215, 6A and 143-215,6B, any person who knowingly makes any false statement,
representation, or certification in any application 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
lA
2a. Kevin Caldwell
Professional Engineer Name
2b, GeoScience Group, Inc,
Engineering Firm
2c. 500K Clanton Road
Mailing Address
2d Charlotte
City
2g. 704-525-2003 2 h. 704-525-2059
Telephone Facsimile
2e NC 2f. 28217
State Zip
2i. Ikcaldwell geoscience9roul
E-mail w _.
NC PE Seal, Signature & Date
FTA 10-14 APPLICr' TIt:1 ' Page 6 of 6

CHARLOTTE
WLJER
July 28, 2015
Mr. Kevin Caldwell
Geoscience group
500K Clanton Rd.
Charlotte, NC 28217
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
RIVERGATE OFFICE PH I— FRESENIUS MEDICAL CARE
14166 STEELE CREEK ROAD
CLTWATER TRACKING# 600-15-614
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the additional gravity sewage flow of 250 gallons per day
(10 employee medical office x 25 gpdiemployee) from this project for transmission to the McAlpine Creek
Creek Wastewater Treatment Plant; NPDES permit number NC€1024970, for treatment. This acceptance
of flow is based upon the existing capacity of the designated publicly owned treatments works, Please
see attached 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 NCDENR. 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 end sewer system is accepted 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 poropriate
authorization to construct permits are not obtain d and construction has not started within one (1) year of
issuance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance Letter, this approval shall rescinded anda new flow
acceptance study must be made, If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte' Water ' t N, Tryon St, Charlotte, NC 28202 charlottewater.org
operated by the City of Charlotte

/A TI1
it jt r_ _ 1 A
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Geoscj.ence Groun
Project Name for which flow is being requested: Riverqate Office PH I - Fresenius Medical Care
More than one FTSE may be reguired 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: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit #: NC002497D, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
10.253
69.208
0.00025
79,462
80.3t
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
Station
(Name or
Number)
Firm
Capacity,*
MGD
Steele Creek 8.60
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
3.44 4.267
(B) (C) . (D)=(B+C) (E)={A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity***
0.486 4.753 -1_111
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can he 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 (pi) 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.
Page 1 of 6
FTSE 08-13

111. Certification Statement:
i II 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 1 and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this fortdicates acceptance of this wastewater flow.
Signing Official Si are
Da e
Page 2 of 6
FTSE 08-1 $

U.S.USGS T OF
E
DE� S. GEOLOGI AL SURV YERIt3R
changing world
81 °00'
35°07'30"
The National Map
USTopo
57' 30"
E 2 ; 940000 FEET iNcti 4 5
[Sewer Location

PROJECT NARRATIVE: RIVERGATE OFFICE PHASE I.
The proposed commercial development is located on 11.73 acres of land surrounded by
highway 49 (York Road), highway 160 (Steele Creek Road), and Old Steele Creek road,
The proposed gravity sewer for this phase will connect to the Charlotte Water sewer
system tying into their line on the west side of Old Steele Creek Road by open cut. The
total length of the Sewer System being permitted is 371 LF
RC
VE
NCDENR/DWR
WQROS
MOORESVILvL.E: REGIONAL OFFCCE

GEQSC1ENCE
GROUP
To:
Attn:
LETTER OF TRANSMITTAL
North Carolina Department of Environment
And Natural Resources
610 E. Center Avenue
Mooresville, NC 2811.7
Water Quality Section
We are sending you: Attached
VIA: Overnight
The following items:
Shop Drawings
Specifications
Under separate cover
Consulting Engineers
DATE: 7.28.15
CH 15.001.3.0 V
TASK:
PHASE:
Rivergate Office Pp
Regular Mail Pick-up
Prints
Copy of Letter
Calculations
Change Order
V N r)FNR/fWR
3
WOROS
MOORESVILLE REGIONAL orF CE
Hand Delivered/Couriered
Disks
Other
Copies
1
Da
7.28.1.5
No.
Description
Applica
Check for $480
THESE ARE TRANSMITTED as checked below:
!IIIIFor Approval
1
For your use
Remarks:
As Requested
For Review and Continent
Approved as Submitted
Approved as Noted
Returned for Corrections
Copy To: Signed: Scott Gregory
500 Clanton Road Charlotte, North Carolina Telephone Facsimile
Suite K 28217 704.525.2003 704.525.2051

Corporations Division Page 1 of 2
North Carolina
eatrie F marshall DEPARTMENT T
Secret iiy ECRE &R�I P
Y OF LATE
PO Box20V22 Weiti1, t O2742643671 t4191l r7.2PAO
Click Here To:
Account
Login
Register
View Document Filings Fife an Annual Report
Amend a Previous Annual Report
Corporate Names
Print a Pre -Populated Annual Report form
Legal: Childress Klein Properties, Inc.
Business Corporation Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0231609
Current -Active
Current
Domestic
7/15/1988
December
NC
Johnson, Cyrus M.
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
Officers
301 S College St, Suite 2800
Charlotte, NC 28202-6033
301 S. College St, Ste 2800
Charlotte, NC 28202-6033
301 S. College St., Ste 3500
Charlotte, NC 28202-6050
301 S. College St., Ste 3500
Charlotte, NC 28202-6050
Vice President:
Vice President:
Vice President:
Vice President:
Secretary:
Vice President:
Vice President:
Gordon A Buchmiller , Jr
300 Galleria Pkwy
Atlanta GA 30339
Christine M Chase
300 Galleria Parkway, STE 200
Atlanta GA 30301
Thomas C G Coyle , Jr
301 S College St
Charlotte NC 28202-6042
Christopher J Daly
301 S College St
Charlotte NC 28202-6042
Susanne G Davis
300 Galleria Pkwy
Atlanta GA 30339
John R Decker
300 Galleria Pkwy
Atlanta GA 30339
http://www.secretary.state.nc.us/Search/profcorp/4959042
7/31/2015

Corporations Division Page 2 of 2
Deborah B Duniec
301 S College Street, Suite 2800
Charlotte NC 28202
Secretary: Lee Ann Gibbs
301 S. College Street, Suite 2800
Charlotte NC 28202
Vice President: R David Haggart
301 S College St
Charlotte NC 28202-6042
Assistant Secretary: Kate Hoos
301 S College St. Suite 2800
Charlotte NC 28202
President: Fred W Klein
301 5 College St
Charlotte NC 28202-6042
Assistant Secretary: Shelley Lassiter
301 S. College Street, Suite 2800
Charlotte NC 28202
Assistant Secretary: Morgan Lowery
301 S. College Street, Suite 2800
Charlotte NC 28202
Secretary: Barb Repp
301 S. College St, Ste 2800
Charlotte NC 28202
Assistant Secretary: Carolyn Sarrio
300 Galleria Parkway, STE 200
Atlanta GA 30301
Vice President: Landon R Wyatt , III
301 S College St
Charlotte NC 28202-6042
Stock
Class: COMMON
Shares: 100000
Par Value: 1
http://www.secretary.state.nc.us/Search/profcorpl4959042 7/31/2015

Central Files: APS ^ SWP
8/12/2015
Permit Number WQ0037940 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.iove
Coastal SWRu1e
Permitted Flow
250
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Rivergate Office Phase 1
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Childress Klein Properties -
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Steve Hoots
Construction Dr of
2800 One Wells Fargo Ctr
Charlotte
NC 28202
Orig Issue
8/13/2015
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
7/30/2015 8/13/2015 8/13/2015
Regulated Activities Requested /Received Events
Office
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

'ater Resources
vironmennil. ity
February 16, 2017
Mr. Steve Hoots, Director of Construction
Childress Klein Properties
2800 One Welk Fargo Center
Charlotte, NC 28202
SUBJECT: Final Engineering Certification Acknowledgement
Project: Rivergate Office Phase 1
Permit No. WQ0037940
Perrnittee: Childress Klein Properties
County: Mecklenburg
Dear Mr. Hoots:
ROY COOPER
G overnor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
DireCtor
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on February 16, 2017'.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted, It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you. have not received such copy from your consultant, please contact
.them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the .responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.nedenr.orelweb/willswp/psics/pnoe from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely.,
Barry Love
Environmental Specialist
cc: Mr, Kevin S. Caldwell, RE., (Geoscience Group, 500-K Clanton Road, Charlotte, NC 28217)
Central Files
Compares—
Sntte of North Carolina 1 Lim, nonrrienuil Qualgy 1 Water Resources Water Quality Regional Operations
MoornYille Reiglonal Office 610 EaS1 Cente' M',-,'nue, Suite 301 MonTesville„ North. Co rol LI 5 5
704.663-1 i';')9

FAST TRACK SE
ER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Childress Klein Propertir
WQ0037940
Rivergate Office Phase 1
February 3, 20117
WDROS
This project shall not be considered con plete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required
documentation to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted,
PERK TTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted ein orortj„ons thereof,
Steve Hoots, Dirn t
Printed Name, Title
Signature
ENGINEER'S CERTIFICATION
Date
I, Kev n S. Caldwell, P.E. as a dui registered Professional En ineer in the
State of North Carolina, having been authorized to observe (J periodically,[l weekly, [J full time)
the construction of the project name and location as referenced above for the above Permittee hereby
state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design
Criteria adopted March 4, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's Seal w/signature & date:
inal [] Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Mooresville Regional Office
NC DWR water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] FAX; (704)•-633-6040

To:.
Attn:
We are sending you:
The following items:
Copies
Da
Consu
LETTER OF TRANSMITTAL
Attached
Overnight
Shop Drawings
Specifications
No.
7
2.3.17
Under separate cover
Regular Mail
Pickup
Prints 11 Calculations
Copy of Letter Change Order
Description
nd. Delivered/C©u:riered
Disks
Other
Fast `f"rack Engineering Certification
As -Built — Sheet C
THESE ARE TRANSMF
For Approval
For you use
ED as checked below:
As Requested
For Review and Comment
Approved as Submitted
Approved as Noted
Returned for Correcti
Copy To:.
500 Clanton Road
Suite IC
Charlotte, North Carolina
28217
ed: Kevin Caldwell.
Telephone Facsimile
7(14.52.5.2003 704,525,2051

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620
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RIVERGATE OFFICE SEWER AS -BUILT
SCALE:1 "=40'
GE SCIENCE
GROUP
loomerood
500 K Clanton Road
Charlotte, NC 28217
Phone:7©9,525:2003
fax: 704.525,2051
www.geoscime:egroup.eom