WQ0033972_Regional Office Historical File Pre 2018

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 27, 2009
Mr. Don Wellons, President
Morrow Chase Housing, Inc.
2004 W. Cumberland Street
Dunn, NC 28334
Subject Permit No. WQ0033972
Morrow Chase Apartments (Private Portion)
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr. Wellons,
In accordance with your complete application received on May 20, 2009, we are forwarding
herewith Permit No. WQ0033972 dated My 27, 2009, to Morrow Chase Housing, Inc. for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] \ Customer Service: 1-877-623-6748
Internet: www.ncwatercivality.orq
An Eaual Opportunity %Affirmative Action Employer — 50% Recycled/10% Post Consumer oaoer
No ihCaro1ina
J1aturahly

Mr, VVellons
Page 2
May 27, 2009
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 for the construction and operation of approximately 681 linear feet of 6-inch gravity sewer and
the discharge of 11,595 gallons per day of domestic wastewater into the City of Hickory existing
sewerage system 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 Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Albemarle
WVVTP (NPDES Permit No. NC0024244) prior to being discharged into the receiving stream,
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the City of Albemarle. Albemarle must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance
with the WWTP permitted limits and the collection system permit WQCS00016
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 1506 of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding,
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
erely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Stephen Chambers, Chambers Engineering, PA
Johnny Glenn Tew, Jordan-Tew & Associates, PA
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1 This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6, Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 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.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.

r
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part II of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
12. The Eastover Pump station will need to be upgraded to meet minimum design criteria. If a
variance for this condition is required please submit a modification application for this permit
with a request for a variance to the rule requirements.
Permit issued this the 27th day of May, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7 1 14--------
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQD033972
3

Fast Track Engineering Certification
Permit No, WQ0033972
May 27, 2009
OwnerANQCS
Don VVellons, President
Morrow Chase Housing, Inc,
2004 West Cumberland Street
Dunn, NC 28334
VVVVTP/VVQCS
Raymond Allen, City Manager
City of Albemarle
PO Box 190
Albemarle, NC 26002
PE
Johnny Glenn Tew
Jordan-Tew & Associates, PA
PO Box 249
Dunn, NC 28335
Complete and submit this form to the permit issuing regional office with the following,
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are re uired for an h e sultin ° non-comliancewththisetmitreuIatoflsor
minimum design criteria
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division, Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial LI Final
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (E1 periodically, Ei weekly, rj full time) the construction of Morrow Chase Apartments(Private
Portion), a Stanly County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit, 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

E .OF NORTH CAROLINA //��
UNTY OF Stanley Permit No. IAN 01Z597 Y
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
Morrow Chase Housing, Inc. , 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 Iying in Stanlv County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Morrow Chase Apartments
(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 permit 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 formed at the time of filing of the
Declaration, the Morrow Chase Housing, Inc • (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 and repair.
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 facilities in accordance with applicable permit provisions and law.
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 Quality 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 and Declaration.
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.

prTit.; DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thercafler be properly maintained and
operated in conformity with law and the provisions of the permit fL.)r construction, operation, repair, and
maintenance of the. system and facilities, The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a cornrnon element which will receive the highest priority for
expenditures hy the Association except for Federal, State, and local taxes and insurance.
5 The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be 'maintained out of the common expenses. In order to assure that there sh.all be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenancefunds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,.
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7, if a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development,. the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such 'necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of it's Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in nurnbered paragraphs 1, 2, 3, 4, .5, 6, '7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.,
10. A copy of this agreement shall be tiled at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Morrow Chase Housing, Inc
MANAGEMENT COMMISSION Name EVEL ER
Colcen H. Sullins, Director
Division of Water Quality
Don Wellons (President)
Print Name aid iitle
(Date)

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
Morrow Chase Housin
Full Legal Name (company, municipality, HOA, ut
Don We ions (Pres ident;
Application Number:
(to be completed by ©WG))
g Official Name and Title (Please review 15A NCAC 2T .tl106 (b) for authorized signing offici
Ic. The legal entity who will own this system is.
❑ Individual El Federal 0 Municipality 0 State/County 0 Private Partnership Corporation 0 Other (specify):
7
0 1 d. 2004 W Cumberland Street
Mailing Address
z
North Carolina lg.
State
lh, 910-892-0436
Telephone Facsimile
Project (Facility) Information:
2a, Morrow Chase Apartments (Private Portion
910-
2
Brief Project Name (permit will refer to this name)
Contact Person:
Johnny Glenn Tew, Jordan-Tew & Associates, PA
2b. Stanly
Name and Affiliation of Someone Who Can Answer Questions Abou
0-892-5159
Project is
odification (of an existing permit
Owner is 0 Public (skip to Item B(3))
2a. If private, applicant will bewwa
Dunn
ellons.orq
County Where Project is Located
his Application
jordantew
E-m
If Modification, Permit No.:
Private (go to Item 2(a))
2b. If sold, facilities owned by a (mu
® Retaining Ownership (i.e. store, church, single office, etc.) o
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
City of Albemarle
choose one
0 Public Utility (Instruction C)
❑ Homeowner AssocmfDeveloper (Instruction D)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Name of WWTF Long Creek Waste Water Treatment Plant
City of Albemarle 5b 8in. a Gravity
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main
The origin of this wastewater is (check all that apply).
❑ Residential Subdivision
El Apartments/Condominiums
0 Mobile Home Park
0 School
❑ Restaurant
0 Office
TF Permit No. NC 0024244
5c. WQCS(19©16.�, .�
Permit # of Downstream Sewer (Instruction E)
O Retail (Stores, shopping centers)
O Institution
O Hospital
0 Church
❑ Nursing Home
Other
(specify): Commercial
Volume of wastewater to be allocated or permitted for this particular project
*Do not include future flows or previously permitted allocations
If the permitted flow is zero,indicate why:
Pump Station, Outfall or Interceptor Line where flow will b
O Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
100 % Domestic/Commercial
permit is required)
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
permitted in subsequent permits that connect to this line
tF TA I2/07

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 (f).
48each (one bedroom) units x 240gpd/unit = 11,520gpd
3 each employees (25gpolemployee) = 75ood
Total gpd Sewer Flow = 11,595gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8" PVC
581 LF
Gravity
8" DIP
100LF
Gravity
Q
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
0
Pump Station Location ID (self chosen - as shown on planslmap for reference)
Z
Z
Q
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
U
Z
•
O
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
Ce
Q
U.
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
H
Ce
W
a
lin
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes 0 No If Yes, permit number of 2nd 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 Fast Track 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 El No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14: Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? p Yes [] No N/A
Sedimentation and Erosion Control Plan? t Yes LI No 0 N/A
© Yes D No N/A
Stormwater?
15. Does this project include any high priority lines, [see 15A NCAC 02T ,0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
©wnertPermittee's Certification. (Signature of Signing Official and Project Name)
I, Don Wellons , attest that this application for Morrow Chase Housin Inc 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 143-215.6B, any person who knowingly makes any false statement, representation, or
certifice * in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as wel ivii pen es u (o $25,000 per violation,
Signing 0
Signature By: Don G. Wellons — President
Morrow Chase Housing, Inc.
4/9/2009
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
69 TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certifications (Signature of Design Engineer and Project Name)
J©hnnv Glenn Tew attest that this application for Morrow Chase Housing, Inc 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, 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 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 i have reviewed this material and have judged it to be consistent with the
proposed design. Note: In 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,
2a, Johnny Glenn Tew
Professional Engineer Name
2b. Jordan-Tew & Associates, PA
2d.
2g
Engineering Firm
PO Box 249
Mailing Address
Dunn
City
910-892-515
Telephone
2h. 91' 0-892-1
Facsimile
N 2f. 28335
StateZip
[e-mail]
E-mail
NC P
Date ..w.._.�.
FTA 12/07

08:22a City Of Albemarle Public
O� QG
7049849606 p.1
05. Vi A rzp State of North Carolina
Department of Environment and Natural Resources
'p Division of Water Quality
-c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSIi —10/07)
Project Applicant Name: Morrow Chase Housing, Inc.
Project Name for which flow is being requested; Morrow Chase Apartments
Mors than one l TSE-10/07 may he requiredfor a single project if the owner (jam WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow,
1. Complete this section only if you arc the owncr ol'the wastewater treatment plant.
a. WWTP Facility Name: Long Creek Waste Water Treatment Plant
b. W W TP Facility Permit #: 024244
All flows are in MGD
c. WWTP facility's permitted flow 16.0
cl. FStunatcd obligated flow not yet tributary to the WWTP 0.12
c. WWTP facility's actual avg. flow 5 .536
r Total flow for this specific request 0.01159
g. Total actual and obligated flows to the facility 5.6673
h. Percent of permitted flow used 35.4%
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, _Ernest 1.D. Borders Director of Public Utilities_, certify that, to the best of my knowledge,
the nddition 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 cn route
to the receiving treatment plant ander normal circumstances. 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 r and [I for which I am tlic responsible party. Signature of
thi f in . accy ce of this wastewater flow.
igning Official Signature
Date

08:2�ea City Of Albemarle Public
7049849608 p.2
Instructions for; Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE—10/07)
Section T
a. WWTP Facility Name: Enter the name: of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow„ OD: From WWTP owner's WP])ES or Non -Discharge permit.
d. Fstitnated obligated flow not yet tributary to the WWTP. MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information an industrial flow tributary to your WWTP.
As of January 15, 2008 the t'OTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is nol yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January I through Juno 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jaa-lob-Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qlr4 (Oct -Nov -Dee).
Quarterly updates shall be submitted to the appropriate Regional Office; by April 15, July 15, October
15 and January 15 °leach year.
c. WWTP facility's actual avg. flow. MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Totatactuntl and obligated flows to the facility, MGD Equals [d + o + fj
h. Percent of permitted flow used: Equals [(g / c)* 100]

VV03:23a
City Of Albemarle Public
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.51V1GD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
7049849800 p.3
The first Form F'I'S F,- 10107 submitted after January 15, 2008 may have numbers like this:
c. — 6.0 MGD
d. = 0.5 MGD
e. — 2.7 MGD
f. — 0.015 MGD
g. = 3.215 MGD
1�.=53.6%
The next Form FfSE-10/07 may be updated like this:
c. = 6.0 MGD
d. _ 0.515 MGD
c. _ 2.73 MGD
f. = 0.102 MGD
g. 3.349 MGD
h_=55.8%
Each subsequent Form FTSE-10/07 will be updated in the same manner.
Section 11
List tltc frame, approximate pump station firm (design) capacity and approximate current average flow
(previous 12 months) through the pump station for each pump station that will be impacted by the
proposed sewer extension project. Include the proposed flow for this project and other flows that have
been approved for the pump station but are not yet tributary.
Firm (design) capacity is the design average daily flow of the pump station as calculated by the design
engineer or the station capacity with the largest pump out of service as per the Minimum Design Criteria
if the design capacity is unknown.
Section ITT
Form FTSE-10107 must be signed by the appropriate official as per 15A NCAC 02T .0106.

Topr

Browder, Dee
From: Stephen Chambers [[e-mail]]
Sent: Wednesday, April 01, 2009 933 AM
To: Rob,[e-mail]
Cc: Dee,[e-mail]; Borders, Ernie
Subject: Albemarle
Mr, Krebs,
Just a brief update on the Albemarle WWTP remediation efforts, We have solicited and awarded a contract for the
cleaning of vegetation from the sludge holding tank, This work is scheduled to commence on Monday, April 6'n and
should be complete within the week.
We have also made contact with two firms related to the removal of grit/ sediment/ sludge from the aeration basins. We
have conducted a site visit with one of the vendors and are scheduled to have our second vendor on site on Tuesday,
April 7th. We anticipate proposals shortly thereafter and will proceed to City Council with a recommendation as soon as
possible.
Again, thank you for your efforts and guidance in this matter, along with the City of Albemarle, sincerely appreciate all
you have done.
Please feel free to call with any questions or concems you may have.
Stephen G. Chambers, PE
Chambers Engineering, PA
704-984-6427 ph.
704-984-6428 fx,
www ce-ca com

Broader, Dee
From: Stephen Chambers [[e-mail])
Sent: Tuesday, April 07, 2009 1°,07 PM
To: Rob. Krebs@ncrnaitnet; ,barbara,sifford@ncmaiI net; Dee Browder
Cc: Ernie Borders
Subject: Albemarle WWTP
Rob,
Just an update on our most recent progress. The sludge holding tank was cleaned of all vegetation on Monday
afternoon, Our GC is in the process of removing his working platform and equipment. The removal went better than
expected,
We have met with Synagro and Bionomics concerning cleaning of the aeration basins. I expect to have proposals back
within the next two weeks.
We have also initiated preliminary efforts concerning replacing the sluice gates in the main distribution boxes, I expect to
have some budget pricing on this item within the week.
We are also working on the implementation schedule for the previously submitted Immediate Action Plan. I hope to have
this ready also within the week.
Again, thank you for your help in this matter.
Stephen G. Chambers, PE
Chambers Engineering, PA
704-984-6427 ph.
744-984-6428 fx,
www ce ?a,com

' North' Carolina Secfetary of State Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
CORPORATIONS
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Printable Page
Date: 4/14/2009
Click here to:
View Document Filings I Sign Up for E-Notifications
Corporation Names
Name Name Type
NC Morrow Chase Legal
Housing, Inc.
Non -Profit Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
1012443
Current -Active
11/15/2007
Domestic
NC
Perpetual
Agent Name: Wellons, Don G
Registered Office 2004 West Cumberland Street
Address: Dunn NC 28334
Registered Mailing PO Box 1254
Address: Dunn NC 28335
Principal Office 2004 West Cumberland Street
Address: Dunn NC 28334
Principal Mailing 2004 West Cumberland Street
Address: Dunn NC 28334
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=8610485 4/14/2009

ordan - Te
IGTNEERNG, SU VETIN
102 Wait Brad Sttcct (Zip 28334)
Post Offles Box 249
Donn, North Camaro 2833S
Y
To
Company
c Transmit : Herewith cl n Actor
They Following : Drawings Preiirairry
For Your: CEi Approval Use Ravi € & Corn
ks
Test Results
Description
C' Record
Transmitted By: Copies To:

•
•
Permit Number WQ0033972
Central Files: APS SWP
05/26/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
11595
F iiity
Facility Name
Morrow Chase Apartments
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Stanly
Facility Contact Affiliation
Owner Name Owner Type
Morrow Chase Housing Inc Non -Government
Oates/Events
Owner Affiliation
Don Wellons
2004 W Cumberland St
Dunn NC ' 28334
Orlg Issue App Received Draft Initiated
05/25/09 04/13/09
Scheduled
Issuance
Public Notice Issue Effective
05/25/09 05/25/09
Regulated Activities Reslttested/Deceived Events
Expiration
Apartment complex Additional Information received
Condominium Additional Information requested 05/01/09
Wastewater collection
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasfn

:**.***** ***********************F Ur hand
PAY
TO THE
()HOER OF
NCDENR
COL( F•Cr'CiFir
DATE CHECK NO AMOUNT
April 9, 2009 27842 $********480.00
ed ei ht dabs and no`cent
3"o'A9Sd AN AFi' IflCIA
R100O0 2 ? 211' ': 2 5 3 7©3 3 ',': 5 ? L 70 lr

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 1, 2009
Certified Mail
7007 1490 0004 4510 0080
Mr. Don Wellons, President
Morrow Chase Housing, Inc.
2004 W. Cumberland Street
Dunn, NC 28334
Subject: Permit No. WQ0033972
Morrow Chase Apartments (Private Portion)
Wastewater Collection System Extension
Stanly County, North Carolina
Dear Mr. Wellons,
The Division of Water Quality's Mooresville Regional Office (MRO) has received your
application for a sewer extension permit. The permit was received on April 13, 2009. A review of the
permit indicated that additional information is needed to complete the review of your application.
1. Due to issues and concerns with compliance WWTP operations as noted in inspection reports
from visits of 6/17/08, 11/4/08 and 2/13/09 (NC0024244) and issues associated with the
collection system (WQS00016) the MRO will need additional explanation of plans for corrective
actions that will be taken to prevent non-compliance with these permits.
2. Our records indicate the Albemarle collection system has significant sanitary sewer overflows
(SSO's) and inflow/infiltration(I/i) in the collection system. Please provide detailed information
on collection system work being done to eliminate the SSO and 1/1 problem and indicate how
these proposed permits will not contribute to an increase in number and magnitude of these
overflows.
3. MRO will need information that confirms that a corrective action plan is being implemented to
address the issues associated with non-compliance and additional maintenance items that have
been identified for repair or replacement at both the WWTP and throughout the collection
system. Please include action items, dates of completion, and other pertinent detail.
This information will be provided by the City of Albemarle. Please confirm that correspondence
provided to answer these questions is also provided in response to your permit application additional
information request.
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterqualitv.orq
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled/10% Post Consumer paper
One
NorlitCarolina
VattiraI/j

Mr. Wellens
Page 2
May 1, 2009
Pease note that the item(s) listed above must be included and/or completed prior to consideration
of the permit application package (with fee) for approval. The success of the fast -track approval
process depends upon the receipt of complete and accurate applications. Please submit the
appropriate additional attachments. The review process will then begin upon receipt of the completed
and/or corrected application.
Please be advised that construction and/or operation of wastewater collection system extension
without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject the
Applicant to appropriate enforcement actions in accordance with North Carolina General Statute 143-
215.6. Civil penalties of up to $25,000 per day per violation may be assessed for failure to secure a
permit required by North Carolina General Statute 143-215.1.
If you should have any questions regarding the acceptance of your application, please do not
hesitate to contact me at 704.235,2203. Thank you for your cooperation.
cc. Raymond Allen, City of Alberna
Johnny Glen Tew, Jordan-Tew
Stephen Chambers, PE.
Seth Robertson, CG&L
PERCS
Associates, PA
Dee Browder
Environmental Engineer I

Fast Track En ineer!n C
Permit No, WQ0033972
May 27, 2009
0wnerNVQCS
Don Wellons, President
Morrow Chase Housing, Inc.
2004 West Cumberland Street
Dunn, NC 28334
on
W ITPNv'QCS
Raymond Allen, City Manager
City of Albemarle
PO Box 190
Albemarle, NC 28002
PE
Johnny Glenn Tew
Jordan-Tew & Associates, PA
PO Box 249
Dunn, NC 28335
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form, Permit
modifications are re wired for an chap es resultin in non -co m li nce with this errni regulations or
mum designrcfiteria.
This project shall not be cons
required supporting document
that this certification be sen
,red complete nor allowed to operate until this Engineer's Certification and all
lion have been received by the Division, Therefore, it is highly recommended
in a manner that provides proof of receipt by the Division,
ENGINEER'S CERTIFICATION
© Partial Final
I, 3-011 -Y 64", f Cw, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (Eirperiodically, 0 weekly, (E full time) the construction of Morrow Chase Apartments(Priva.te
Portion), a Stanly County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit, 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials,
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking ail partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions,