WQ0035765_Regional Office Historical File Pre 2018 (2)

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NCDENR
North Carolina Department of Environment and Natural Resources
ILE
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
February 8, 2012
Mr. Allan Rappuhn, Managing Member
Oakland Mill Apartments, LP
Post Office Box 220
Florence, AL 35631
Subject: Permit No. WQ0035765
Oakland Mill Apartments
Wastewater Collection System Extension
Lincoln County, North Carolina
Dear Mr. Rappuhn:
In accordance with your complete application received on February 7, 2012, we are forwarding
herewith Permit No. WQ0035765, dated February 8, 2012, to Lincoln County 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled/10% Post Consumer paper
Nne
ort.hCarolina
naturally

Mr. Allan Rappuhn
February 8, 2012
Page Two
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 429 linear feet of 6-inch gravity sewer, 958
linear feet of 8-inch gravity sewer, and the discharge of 10,130 gallons per day of collected domestic
wastewater into the City of Lincolnton's 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 Lincolnton
VVWTP (NPDES No. NC0025496) prior to being discharged into the receiving stream,
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 150B 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 Mr. Michael Parker at
[phone].
Sincerely,
f r Charles e'Vakild, PE
Electronic copies: James F. Chandler, Jr., P.E., Chandler Engineering, PA
Cc:
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
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 is not 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 drawings shall be maintained on file by the Permitttee 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 NCGO10000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
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

Vb.lure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
treatment of all or any portion of the influent to such station or facility.
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 1 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 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 8th day of February, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charles Wakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035765
3

Permit No, VVQ0035765
February 8, 2012
OwnerIWQCS
Allan Rappuhn
Oakland Mill Apartments, LP
Post Office Box 220
Florence, AL 35631
PE
James F. Chandler, P.E.
Chandler Engineering, PA
309 S. Fuquay Avenue
Fuguay-Varina, NC 27526
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 required for any changes resulting in non-compliance with this permit
regulations or minimum desi n 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,
ENGINEERS CERTIFICATION
Partial Ej Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, D weekly, full time) the construction of the Oakland
Mill Apartments, a Lincoln 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.
4

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Application Number: r� .� }} / �^
(to be completed by DWQ) (/�Q (2c/ j3-76..
9. Own er/Permiittee:
la. Oakland Mills Apartments, LP
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Allan Rappuhn — Managing Member
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
Private
• Individual ■ Federal ■
Municipality • State/County ■
Partnership ►1 Corporation ❑ Other (specify):
ld. P.O. Box 220
le. Florence
Mailing Address
City
If. Alabama
1g. 35631
State
Zip Code
1 h. 256-760-9657
1 i. 256-760-9804
1j. [e-mail]
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
2a. Oakland Mills Apartments 2b. Lincoln
Brief Project Name (permit will refer to this name) I County Where Project is Located
3. Contact Person:
3a.
.3b. 919-552-4845
Jim Chandler, PE — Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
F3c. [e-mail]
Phone Number
E-mail
1. Project is ® New ❑ Modification (of an existing permit) if Modification, Permit No.:
2. Owner is ❑ Public (skip to Item B(3))
® Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
® Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
3. City of Lincolnton
Z Owner of Wastewater Treatment Facility (WVVfF) Treating Wastewater From This Project
0 4a. City of Lincointon WWTP 4b. NC 0025496
Name of WWTF
M 5a. City of Lincointon
C Owner of Downstream Sewer
LOL 6. The origin of this wastewater is (check
Z
B. •PERMIT
5b. 8-inch
Receiving Sewer Size
❑ Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
all that apply):
® Gravity
❑ Force Main
WWTF Permit No.
5c. WQCS00040
Permit # of Downstream Sewer (Instruction E)
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
['Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 10.130 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El 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
permit is required)
FTA12/07

Pr
9.. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 27 .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 27.0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
(20) 1-bedroom units at 240 gpd/unit = 4,800 gpd + (22) 2-bedroom units at 240 gpd/unit = 5,280 gpd + 2 employees
(community building) @ 25 gpd/employee = 50 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
958
New Gravity
6
429
New Gravity
6
11. Summary of Pump Stations wI associated Force Mains to be Permitted (attach additional sheets as necessary)
W
M
Pump Station Location ID (self chosen - as shown on planslmap for reference)
LTION (CONTIN
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
Pump Station Location ID
(self chosen -
as shown on plans/map
for reference)
RMIT INFORM
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
_
W
p_
Cli
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
12.
■
Will
Yes
the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
'� 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 • 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?
• WetlandiStream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
® NIA
❑ N/A In Process
® N/A In Process
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: Eland provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a.
1, Allan RaADuhn, attest that this application for Oakland Mills Apartments 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
violation.
/ //--1
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T.0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, James F. Chandler, Jr.. PE, attest that this application for Oakland Mills Apartments 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 ! 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. James F. Chandler, Jr., PE
Professional Engineer Name
2b. Chandler Engineering, PA
Engineering Firm
2c. 309 S. Fuquay Avenue
Mailing Address
.2d. Fuquay-Varina
City
2g. 919-552-4845
Telephone
12e. NC 12f. 27526
2h. 919-552-6962
Facsimile
State I Zip
[e-mail]
E-mail
010111.91 Wise*
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NC PE Seal, ' nature & Date
FTA12107

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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Oakland Hills Apartments, LP
Project Name for which flow is being requested: Oakland Hills Apartments — Salem Church
Road
More than one F7SE10/07 may be required fOr a single project if the owner oldie 14117P is not responsible ftir all
pump stations along the route of the proposed waStewaterfiow.
L Complete this section only if you are the owner of the wastewater treatment plant.
WWTP Facility Name: City of Lincolnton Waste Water Treatment Plant
b. WWTP Facility Permit NC 0025496
c. WWTP facility's pun -fitted 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
6.00
1.78
2.41
0.01
4,20
70.00,N
11, 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
Ill. Certification Statement:
I, Stephen H. Peeler, certithat,fy to the best of my knowledge, 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. This analysis has been performed in accordance with local established policies and
procedures using the b- av le data, This certification applies to those items listed above in Sections I
and II for party. Signature of this form indicates acceptance of this
gt Signature :Date

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit
Applications (FTSE —10/07)
Section I
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, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated 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 on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW 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 not 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 1 through June 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 (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. 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. Total actual and obligated flows to the facility, MGD Equals [d + e + fJ
h. Percent of permitted flow used: Equals [(g / c)*100]

•
rillir
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD.
The first Form FTSE-10/07 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
h.=53.6%
The next Form FTSE-10/07 may be updated like this:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 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 II
List the name, 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 III
Form FTSE- I 0/07 must be signed by the appropriate official as per I5A NCAC 02T .0106.

Permit Number WQ0035765
Central Files: APS SWP
02/08/12
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Coastal SW Rule
Permitted Flow
10130
Facility
Fast Track
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Oakland Mill Apartments
Location Address
Salem Church Rd
Lincolnton NC 28093
Owner
Major/Minor
Minor
Region
Mooresville
County
Lincoln
Facility Contact Affiliation
Allan Rappuhn
Managing Member
PO Box 220
Florence
AL 35631
Owner Name
Oakland Mill Apartments LP
Dates/Events
Owner Type
Unknown
Owner Affiliation
Allan Rappuhn
Managing Member
PO Box 220
Florence AL 35631
Orig Issue App Received
02/08/12 02/07/12
Regulated Activities
Apartment complex
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
02/08/12 02/08/12
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Permit No. WQ0035765
February 8, 2012
Owner/WQCS
Allan Rappuhn
Oakland 'Mull Apartments, LP
Post Office Box 220
Florence, AL 35631
PE
James F, Chandler, P.E,
Chandler Engineering, PA
309 Si Fuquay Avenue
Fuquay-Varina, NC 27526
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 required for any changes resulting in non-compliance with this permit,
re Motions or minimum des' n criteria.
ENGINEER'S CERTIFICATION
0 Partial
Final
jiicwi4 vic r, as a du l registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([periodically, ❑ weekly, LI full time) the construction of the Oakland
Mill Apartments, a Lincoln 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:
004 .4 II IT
CAR
SEAL
026466
RE
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 respo ibl« fear tracking all partial certifications up until a final certification is received, Any
wastewater flow made tri`.. `ry 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,
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