WQ0035796_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
Mar Carter H. Siegel, Director
WP East Development Enterprises, LLC
1001 Morehead Square Drive
Suite 250
Charlotte, NC 28203
Dear
Ate
NCDENR
North Carolina Department at Environment and Natural Resources
Division of Water Quality
Charles Wakild, P.E. Dee Freeman
Director Secretary
March 5, 2012.
Subject: Permit No. WQ0635796
Perimeter Station II
Wastewater Collection System Extension
Mecklenburg County, North. Carolina
In accordance with your complete application received on February 28, 2012, we are forwarding
herewith Permit No. WQ0035796, dated March 5, 2012, to WP East Development Enterprises, LLC, 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be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 August 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, MC 28115
Phoney (704) 663-16991 lax. [phone]
Internet: http:I/portal.ncdenrorglwweb/vwq
An Equal Opportunity ti Affirmative Action Employer — 50% Recycled/10% Post Consumer paper
One
NorthCaroiirya
Vaurally

M. Carte( H. Siegel
March 5, 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 1,604 linear feet of 8-inch gravity sewer,
and the discharge of 35,100 gallons per day of collected domestic wastewater into the City of Charlotte
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 August 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 McAlpine Creek
WWTP (NPDES No. NC0024970) 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],
Electronic copies:
Cc:
Sincerely,
tL_—
huck Wakild, P.E.
Erin Hall, Mecklenburg County Development of Water Quality
Willis Horton, Mecklenburg County
Matthew Mobley, P*E., Design Resource Group
Barbara Gross, CMU
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 August 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 213 .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 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
August 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.
9In 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.
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.
Permit issued this the 5th day of March, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Chuck Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035796
3

USE THE TAB KEY TO MOVE FRO
Own a r/Perrnittee:
a. VWP East f)(14e1 uph'n
Full Legal Name (company., municipality, HOA, utility, etc
b Carter H. Siegel, Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized
The legal entity who will own this system is.
© individual E, Federal Municipality CJ State/County E Private Partnership ® Corporation [l Other (specify):
Apptittcsn Num
(to be cs rs p eted by DWQ
d. 1001 More
head Square Drove, Suite 250
Mailing Address
NC
State
704-332-8995
Telephone
2, Project (facility)
J 2a. Perimeter Station
Brief Project Name (pern
Contact Person:
his name)
a. Matthew L Mobley; PE - Dejn Resource Groua_
Name and Affiliation of Someone Who Can Answer Ouestio
Charlotte
City
1 g, 28203____._.
Zip Code
1j. chs a€,woodpartnrs,com
E-mail
2b Mecklenburg
County Where Project is Located
b 704-343-0608
Phone Number
Project is New
Owner is LJ Public (skip to item B(3))
If private,, applicant will be:
About this Application
3c, matthew@drgrp co
E-mail
fication,
Private (go to item 2
2b. If sold, facilities owned by a (must se gr
LA Retaining Ownership (i.e. store, church, single office, etc,)
Leasing units (lots, townhomes, etc skip to It erra B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
harlotte Mecklenburg Utilities
Owner of Wastewater Treatment. Facility (WVVTF) Tre
a. cAllpine Creek Wasterwater Treatment Plant
Name of WWTF
aCharlotte Meek, Util
Owner of Downstream Sewe
©J Public Utility (Instruction C)
Homeowner Assoc./Developer (Instruction 0)
r Frcta This Project
4b, NC0024970
VWVTF Permit No,
5b. 8"_ Gravity l5c
Receiving Sewer Size iD Force Main i Permit #
The origin of this wastewater is (check all that apply).
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
E Restaurant
© Office
0 Retail (Stores„ shopping centers)
LI Institution
Hospital
D Church
Li Nursing Home
CJ Other (specify):
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:
Q Pump Stations Ou'tfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
i,'] Flow has already been allocated in Permit No rile.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
f Downstrea
00 % Domestic/Commercial
0 % Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
0 % Other (specify),
35,1 fttt7 gallons per day
2107

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).
35,100 GPD = 260 apartments X 135 GPD/unit '
c
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
1,604 LF
New Gravity
CI
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary) .
W
p
Pump Station Location ID nla (self chosen - as shown on planslmap for reference)
ATION (CONTIN
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
Pump Station Location ID
nla
(self chosen
- as shown on planslmap
for reference)
RMIT INFORM
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorw!ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Pump Station Location ID nla (self chosen - as shown on planslmap for reference)
W
d.
ai
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 the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes CI No If Yes, permit number of 2" treatment facility .
(RO -- if "yes' to B,12 please contact the Central Office PERCS Unit)
•
13. Does the
Mains (latest
applicable?
A Yes
•
sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
• 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

z
0
4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certifocation? El Yes r] No NiA
Sedimentation and Erosion Control Plan? ® Yes [I No Li N/A
Stormwater? Yes E No El N/A
Does this project include any high priority lines, (see 15A NCAC 02T 0402 (2)] involve aerial lines, siphons, or interference
manholesj7 These dines will be considered high priority and must be checked once every six months
heck if Yes. [1] and provide details
Owner/Perrnittee"s Certification (Signature of Signing Official and Project. Name)
Carter H Siegel attest that this application for WP East Acquisitions has been
reviewed by me and is accurate and complete to the best of my knowledge. l 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: Io accordance with North Carolina 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 $1Q000
as well as 1 penalties ups $25, 00 per yplatiron.
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
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Matthew L Mobley , attest that this application for WP East Acquisitions 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 arid 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 143-2156A and 143-215, 68, any person who knowingly
snakes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation
2a. Matthew L Mobley, PE
Professional Engineer Name
g o _.9._
2b Design Resource Grm
Engineering Firm
2c. 2459 Wilkinson Bivd., Suite 200
t'aiilna Address
2d,
Charlotte
pity
2g. 704-343-0608
Telephone
2e. NC '2f. 28208
State Zip
matthew cidrgrp,cam
E-mail
NC PE
07

CHARLOTTE.
CHARLOTTE-MECKLEN BURG
UTILITIES
July 1, 2011
Ms. Lashonda Jones
Wood Partners
1001 Morehead Square Drive
Suite 250
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
PERIMETER STATION — PHASE II
TAX PARCEL# 025-113-12
C-MU TRACKING# 600-11-558
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 35,100 gallons per day (260
apartments x 135 gpd/unit; 4-inch pool drain) from this project for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow
is based on the existing capacity of the designated publicly owned treatments works. Please see attached
NCDENR Flow Tracking form.
Charlotte -Mecklenburg Utilities 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, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities 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
Charlotte -Mecklenburg Utilities 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 appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter, and payment for any service connection(s) has not been received
within (1) year of the issuance of this flow acceptance letter, this flow acceptance approval shall be
rescinded and a new flow acceptance study must be made, If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
700 North Tryon street
Charlotte, NC 28202
Ph: 7041432-5801
Fax: [phone]

W A 1'FR State of North Carolina
o� WG Department of Environment and Natural Resources
j IIIDivision of Water Quality
p ,...; �. t=." "' -[ Flow Tracking/Acceptance for Sewer Extension Permit Applications
(i 1 SE—10/07)
Project Applicant Name: Woods Partners /
W dso
Project Name for which flow is being requested: PerimetiPerimeteroAtpartments, Phase 2
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit#: NC0024970, NC0024945, NC0024937
All flows are in MGD
99.0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
E Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
9.238
66.8
0.0351
76.794
77.6°s
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
Long Creek
Paw Creek
Approx. Capacity, MGD Approx. Current Avg.
(FirmlDesign) Daily Flow, MGD
7.808 3.206
7.705 4.708
C rtification Statement:
a ,t cy S ear-, ►. , certify that, 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 best available data. This certification applies to those items
Iisted above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of th's astewater flow. ///
13 Z7
Signing Official / Signature Date

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JANUARY 30 2012
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EXIST. 8" CHARLOTTE
MECKLENBURG UTILITIES
SANITARY SEWER
■ design resource group
• landscape architecture
• civil engineering
• urban design
• land planning
• traffic engineering
• transportation planning
2459 irllkinson koulcvari,sukr 222
charlotte, rc28288
p 751-14Lnr:5.11:4.1'55.1511
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PRDJECT#', 041.141
WAVY PP TO
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STREET MAP
JANUARY 30, 2012
REVISIONS:
■ 2OF2
Copyright 1.4 2012 Desi ,n RctausW Crauly PA This plan or drawing and any accompanyIng documents or calculations are the property of Design Resource
Group. PA: and ore intended solely for the use of the recipient noted. No third party use or modification is permitted without written authorization.

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTFHE
Secretary SECRETARY oF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/29/2012
Click here to:
View Document Filings i File an Annual Report I
J Print a Pre -populated Annual Report Fillable PDF Form 111 Print a Pre -populated Amended Annual
Report Fillable PDF Form'
Corporation Names
Name Name Type
NC WP EAST DEVELOPMENT LEGAL
ENTERPRISES, LLC
Limited Liability Company Information
SOSID: 1025345
Status: Current -Active
Effective Date: 2/1 /2008
Annual Report Due Date:
Citizenship: FOREIGN
State of Inc.: DE
Duration: PERPETUAL
Annual Report Status: CURRENT
Registered Agent
Agent Name:
Office Address:
CORPORATION SERVICE COMPANY
327 HILLSBOROUGH STREET
RALEIGH NC 27603
Mailing Address: 327 HILLSBOROUGH STREET
RALEIGH NC 27603
Principal Office
Office Address: 3715 NORTHSIDE PKWY, SUITE 4-600
ATLANTA GA 30327
Mailing Address: 3715 NORTHSIDE PKWY, SUITE 4-600
ATLANTA GA 30327
Officers
Title: MANAGER
Name: WOOD REAL ESTATE INVESTORS, LLC
Business Address: 3715 NORTHSIDE PKWY, SUITE 4-600
ATLANTA GA 30327
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2258
http://www.secretary,state.nc.us/corporations/Corp.aspx?PitemId=8734774 2/29/2012

February 27, 2012
North Carolina Department of Environment and Natural Resources
Division of Water Quality
610 E. Center Avenue
Mooresville resville, North Carolina 2811
design resource group Reference:: Fast -Track application for gravity Beavers, Pump
Stations, and Force Mains
Job
041-141 PerirneterStation Il
Enclosed you will find the following information for your review:
Copies Description of Items
Completed Application Form (Original)
Completed Application Form (Copy)
Flow Acceptance letter from CMU
,5" 1 1„ Color USES Tapp Map
.5„'1 1 " Street Level flap
E C Ei R Review Fee (4 00)
If any additional information is required to corrtplete your evie of
these plans„ feel free to contact me at (704) 4 -060 .
Sinnerelp
Design Resource Group
Tim Derylak
Associate
-O'kink ex ! ks I L'rr i, Utii(
t.ia, rat',. 2132013.

Permit Number WQ0035796
Central Files: APS SWP
03/05/12
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Coastal SW Rule
Permitted Flow
35100
Facility
Status Project Type
Active New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Perimeter Station II
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Wp East Development Enterprises LLC Non -Government
Dates/Events
Owner Affiliation
Carter H. Siegel
President Vice
1001 Moorehead Sq Ste 250
Charlotte NC 28203
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/05/12 02/28/12 03/05/12 03/05/12
Regulated Activities Requested/Received Events
Apartment complex
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

Permit No. WQ0035796
March 5, 2012
OwnerIWQCS
Carter H. Siegel
WP East. Development Enterprises„ LLC
1001 Morehead Square Drive, Ste 250
Charlotte, NC 28203
PE
Matthew Mobley, P.E.
Design Resource Group
2459 Wilkinson Blvd., Suite 200
Charlotte, NC 28208
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 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
] Partial Final
Matthew L. Moblev, P.E. , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (L periodically, Ej weekly, El full time) the construction of Perimeter
Station ll, a Mecklenburg 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
November 1, 2000 as applicable; and other supporting materials.
North Caroli Profess
SEAL
034267
NE.
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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,
nal 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
4

design
our
T
February 7, 2013
North Carolina Department of Environment and Natural Resources
Division of rater Quality
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 2811
group Reference.; NCDENR Final Engineers Certification
.lob#':
041-1 1 Perimeter Station Phase 11
Permit N. WQ0035796
Enclosed you willfind the following information for your review:
Copes.
Csuritlon of fterns
Engineers Certification (Original)
ElectronicAs-built Plans v CD
If any additional information is required to complete your review of
these plans, feel free to contact me at [phone] x318
Sincerely,
De
Matthew 1. Mobley, PEE.
Senior Associate