WQ0034383_Regional Office Historical File Pre 2018

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irecn
4CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
October 8, 2009
Mr. Carter Siegel
WP East Acquisitions, LLC
1001 Morehead Square Drive
Suite 250
Charlotte, NC 28203
Subject: Permit No. WQ0034383
Steele Creek Seniors
C-MU Tracking # 600-09-559
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Siegel:
In accordance with your complete application received on October 7, 2009, we are forwarding
herewith Permit No. WQ0034383, dated October 8, 2009, to WP East Acquisitions, LLC for the
construction and operation of the subject wastewater collection system. 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from the date of issuance until rescinded, and shall be subject to the conditions and limitations as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 1SA 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, andfor referral of
the North Carolina -licensed Professional Engineer to the licensing board.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal opportunity 1 Affirmative Action Employer
No hCarolina
Naturally

r.�eb Siegel
Page 2
October 8, 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 670 linear feet of 8-inch gravity sewer to serve the Steel Creek Seniors
with 16,200 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities
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 his pump station shall be treated in the McAlpine
Creek WW1.? (NPDES No, NC0024970) prior to being discharged into the receiving streams.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00001 permit requirements.
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:
Since
y,
Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Matthew L. Mobley, P.E, Design Resources Group, PA.
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

t
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 (Le.
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.

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.
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 .0186, 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
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 .9200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG910009, and any requirements pertaining to wetlands
under 15A NCAC 26 .0200 and 15A NCAC 2H .0500.
18. 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 facitity incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
2

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 8th day of October, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034383

Permit No, W00034383
October 8, 2009
Owner/WQCS
Carter Siegel
1001 Morehead Square
Charlotte, NC 28203
PE
Matthew Mobley, RE ,
Design Resources Group, PA
2459 Wilkinson Boulevard
Charlotte, NC 28208
WQCSIWWTP
Barbara. Gross
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
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 than es resultin in non-com fiance with this e
regulations or minimum desiqn 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
ID Partial 0 Final
, as a duly registered Professional Engineer in the State of North. Carolina,
having been authorized to observe (0 periodically, 0 weekly, Q full time) the construction of Steele Creek
Seniors, 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 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 28185
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

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Qwner/Permittee:
la, WP East Acquisitions, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
App on Number:
(to be completed by DWQ)
0 lb, Carter H. Siegel
Signing Official Name and Title (Please review 15A NCAC2T .010t (b) for authorized signing officials!)
The legal entity who will own this system is:
0 Individual 0 Federal 0l Municipality 0 State/County 0 Private Partnership ' Corporation 0 Other (specify):
0
1001 Morehead Square Drive, Suite 250
Mailing Address
NC
State
l h. (704
Telephone
2. Project (Facility) Inft rrrr !ion,
2a, Ste Creek Seniors
2-8995 1 i. (704) 332-
Facsimile
997
Brief Project Name (permit will refer to this name)
3. Contact Person:
- 3a, Matthew L. Mobley, RE.; Design Res rurce Group, PA
• Name and Affiliation of Someone Who Can Answer Questions About this App
3b_
704)343-0608
Phone Number
1. Project is
2. Owner is
le, Charlotte
City
28203
Zip Code
[e-mail]
E-
2b. Mecklenburg
County Where Project i
ation
3c. [e-mail]
E-mail
dification (o an existing permit) If ttrlodificat'ion, Permit N
Public (skip to Item B(3
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, et
IZ Leasing units (lots, townhomes, etc. skip to Item 8(3)
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
3. Charlotte-Mecklenbur Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating
4a, McAlpine Creek Wastewater Treatment Plant
Name of WWTF
2b.
ies owned by a (must choose
) or 0 Public Utikity (Instruction C)
Homeowner Assoc./Developer (Instructlrwrn 0)
4
5a. Charlotte -Mecklenburg Ublitwes fib. 8 Gravity
Owner of Downstream Sewer Receiving Sewer Size Force Main Permit # of Downstream Sewer
The origin of this wastewater is (check all that apply):
This Project
NCOO24970
WWTF Permit No.
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
❑ School
El Restaurant.
0 Office
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
© Nursing Home
0 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:
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine
permit is required)
uction E
100,00 % Domestic/Commercial
Industrial (attach
I description.)
(RO: contact your Regional Office
Pretreatment staff)
Other (specify):
gallons per day
FTA12/07 ver2

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).
Qdesio=120 Units x 135 GPD/Unit =16,200 GPD & 4 " Pool Drain
1
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8"
670 ft.
Gravity
0 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LLJ
M Pump Station Location ID NIA (self chosen - as shown on planslmap for reference)
Z
Design Flow
Z (MGD)
0 i
Operational Point
GPM @TDH TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
0
O
QPump Station Location ID
(self chosen -
as shown on planslmap
for reference)
Design Flow
Ce (MGD)
Q
LL ;
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorwlATS;
2 - portable generator wIMTS
Force Main Size
,
Force Main Length
Z
1- f
ce Pump Station Location ID (self chosen - as shown on planslmap for reference)
W
D. Design Flow
(MGD)
Di
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w1AT5;
2 - portable generator w/MTS
Force Main Size
Force Main Length
1
.12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
I
0 Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 8,12 please contact the Central Office PERCS Unit)
13. Does the
Mains (latest
applicable?
® 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
FTA 12/07_ver2

14. Have the following permitsfcertificatirns b
n
ubmitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes ❑ No NiA
Sedimentation and Erosion Control Plan?
Stormwater?
Yes D No El N/A
Yes D No [] N/A
15. Does this project include any high priority tines, [see 15A NCAC 02T ,0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be co, ; sidereds high priority ands first be chec_ ed once every six months
Check if Yes; © and provide details
1a.
Owner/Permittee"'s Certification: (Signature of Signing Official and Project Name)
M, Carter H. Siegel , , attest that this application for tWP East Acquisitions, LLC has been reviewed j
by me and is accurate and complete to the best of my knowledge, f 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 I
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 certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine riot to exceed $10,000 as well as civil'
penalties to $25,000 per violation,
Signing Of
Signature
loitho
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY:
co TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
Professional Engineer's Certif'icat on: (Signature of Design Engineer and Project Name)
1, Matthew L. Mobley , attest that this application for WP East Acquisitions, LLC has been
reviewed by. me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
ther 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 fudged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes i43-215.6A 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 violajion.
2a. Matthew L. Mobley, P.E.
Professional Engineer Name
2b. Design Resource Group, PA
Engineering Firrn
2c, 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d, Charlotte
City
2e, NC _2f, n 28208
State Zip
2g. [phone] 2h. [phone] 2i. matthew�,ia drgrp.com
Telephone
Facsimile
E-mail
NC PE Seal
Date
FTAi2lfi7 ver2

. North Carolina Secretary of State
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1001 Morehead Square Dr. #250
Charlotte NC 28203
1001 Morehead Square Dr. #250
Charlotte NC 28203
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=4901660 10/8/2009

Q' '.5Km
° of , North Car
a'
Vie.
1,251Mi

TRANSMITTAL
October 6, 2009
North Carolina Department of Environment and Natural Resources
Division of Water Quality
610 E. Center Avenue
Mooresville, North Carolina 28115
design resource group Reference: Fast -Track Application for Gravity Sewers, Pump
Stations, and Force Mains
Job#: 041-1 29 - Steele Creek Seniors
Enclosed you will find the following information for your review:
Copies ev. Description of Items
1 Completed Application Form (Original)
1 Completed Application Form (Copy)
1 Flow Acceptance Letter from Charlotte-
Mecklenburg Utilities
1 8.5"x 1 1 " Color USGS Topo Map
1 NCDENR Review Fee ($1 50.00)
If any additional information is required to complete your review of
these plans, feel free to contact me at [phone] x318.
Sincerely,
D
Associate
lair dw;r` ape arc
obley,
'A.
Ira -1, enquieering
2459 avFBklnscn boulevard, sr2te 2
charlotte, nc 28208
p 704-343-0608 t 704-35B-3093

I .
Permit Number WQ0034383
Central Files: APS_ SWP_
10/08/09
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
16200
Facility
Facility Name
Steele Creek Seniors
Location Address
Owner
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Wp East Acquisitions LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Carter Siegel
1001 Morehead Sq Ste 250
Charlotte NC 28203
0rig Issue
10/08/09
App Received Draft Initiated
10/07/09
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective
10/08/09 10/08/09
Requested/Received Events
Additional information received
Additional information requested
Expiration
Waterbody Name Stream -Index Number Current Class Subbasin

Permit No. WQ0034383
October 8, 2009
OwneriWQCS
Carter Siegel
1001 Morehead Square
Charlotte, NC 28203
PE
Matthew Mobley, PE.,
Design Resources Group, PA
2459 Wilkinson Boulevard
Charlotte„ NC 28208
WQCSWTP
Barbara Gross
CMU
5100 Brookshire Blvd
Charlotte, NC 28216
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 resultin in non -corn fiance wi h this Permit
regulations or r inimum 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' CERTI
Partial
ATION
[vFinal
I, s a dui registered Professional Engineer in the State of North Carolina,
having been authorize to ob erve ( periodically, [1 weekly, 0 full time) the construction of Steele Creek
Seniors, 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 June 1,
2000 as applicable; and other supporting materials
gineer's seal, signature, and date;
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIREDATTACHMENTS TO THE FOLLOWING ADDRESS
MOQRESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28185
The Permittee is responsible for tracking all partial certifications up until a final certsficaticn 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

resou
ANS
May 25, 2011
TTAL
North Carolina" epartment irrf Environrrrent and Natural Resources
Division rision of Water Quality
610 E, renter Avenue
Mooresville, North Carolina 281 1
group
Reference: Final Engineers Cel
ificaticn
Job# 041 -129- Steele Creek Seniors
Permit No. WQ0034383
Enclosed you i11 find the following. infoe
ration
Copies Description f
or your review;
Engineers certification (Original)
Set of Askbuilt Plans
If any additional info manor) is required to corm lete your review f
these plans, feel free to contact me at (4) 343-0608 x318.
3093