WQ0032756_Regional Office Historical File Pre 2018

Permit Rescission Form
Information to be filled out by Central Office:
Fdiliiy Name: The Woods
Permit Number: WQ0032756
Regional Office: Mooresville
County: Union
Date Rescission Requested: August 17, 2016
Permit Expiration: December 31, 2016
Received Original Request:
Form of Received Request:
Central Office
Letter
Information to be filled out by Region:
Please Check Appropriately:
Site Visit Performed
Regional Office
Signed Annual Fee Invoice
Groundwater Concerns Addressed.
Render Decision for Rescission of the Above Referenced Permit:
Approved
Denied
Other
Note: If approved this permit will become inactive in the SIMS database and will not be billed through
the division billing system.
Complete if Approved:
Rescind Immediately
Reason. for Approval: Maria Schutte conducted a drive by inspection on May 25th, 2016 and has since
confirmed by email with Union County staffthat the sites designs have changed. The non -discharge facility
was never built and the permit will no longer be needed. The MRO does not see that another site visit is
necessary and approves of immediate rescission.
Reason for 'Denial
Signature of Certifier:
Date Certified:
t (0

WQ0032756 -- THE WOODS OF WEDDINGTGN EXPRESS REVIEW
REVIEW MEETING THURSDAY, JULY 3 I ST
( 1:00 PM
ADDITIONAL INFORMATION #1 DUE— THURSDAY, AUGUST 14" ` BY 5:00 PM
ADDITIONAL INFORMATION MEETING (1) — THURSDAY, AUGUST 1 t 3:00 PM (TENTATIVE)
NAME
LOII VEAL
RI CI I HAY S
AFFILIATION PHONE FAX
DWQ [phone] (91-) 715-6048
WQ - RRO [phone] [phone]
AIL
LORLVEAL( NC:'MA11„NET
R.IC HARD.D.HAYES( )NCMA[L.NET
740 ; fi4ie

Michael EEasley. Governor
William G, Poss. Jr., Secretary
North Carolina Department, of Environment and Natural Resources
Coleen Sul/ins, Director
Division of Water Quality
July 31, 2008
PHILIP WALTON,
1B DEVELOPMENT, LLC
13850 BAELAN-TYNE CORPORATE PLACE, SUITE 150
CHARLOTTE, NORTH CAROLINA 2827'7
Subject: .Application No. WQ0032756
Additional Information Request
The Woods of Weddington
Wastewater Treatment and
Reclaimed Water Utilization System
Union. County
Dear Mr. Walton:
The Central. and Regional Aquifer Protection Section's Express Reviewers have completed their review
of the permit modification request that was submitted on July 17, 2008. Additional information is
required before we may continue our review. Please address the following items no later than the close of
business on August 14, 2008.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information, Three (3)
copies of all revised and/or additional documentation should be signed, sealed, dated, and submitted to
the address below, One (1) copy of all revised and/or additional documentation should be signed, sealed,
dated, and submitted to Rich Hayes in the Raleigh Regional Office. Please note that failure to provide
this additional information on or before the above requested date will result in your application being
returned as incomplete.
If you have any questions regarding this request, pleasedo not hesitate to contact me at
Thank you for your cooperation.
Environmental Engineer II
cc: Rich Hayes — Raleigh Regional Office, .Aquifer Protection Section
Mary E. Pearce, PE — McKim & Creed
Peggy Finley — Mooresville Regional Office Aquifer Protection Section
Permit .Application File WQ0032756
919
715-6187.
N.Z1-1Carolina
Naturally.
North Carolina Division of 'Water Quality 1636 Mail Service Center Raleigh, NC 2,7699-1636
Internet vvvywitcwaterquality.org 2728 Capital Boulevard Raleigh. NC 27604
An Equal Opportunity/Affirmative Action Employer — Reeyeled/10% Post Consumer Paper
Phone [phone] Customer Service
FAX [phone]

MT, Philip Walton
July 31. 2008
Page 2 of 5
Fee:
Upon submittal of the additional information prior to the close of business on Thursday', August 14'11,
please submit a check made payable to the Department of Environment and Natural Resources in the
amount. of $1,077. Failure to provide the required fee by 5:00 pm on August 14th shall result in the
immediate return of the application package. Failure to provide all requested additional information
items shall result in an automatic additional. information request.
Application:
1.. Item VI.5. incorrectly states that design details for storage ponds A and B can be found on Sheet C5.
Please correct.
2. The total volume for storage pond B gren in. cubic feet in item VI,5. is incorrect. Please revise.
3. The storage time of 51 days provided in Item V1,5, for storage pond A is not consistent with
information provided on the design plans (45 Please clarify and correct as necessary,
4. The mean seasonal high water table depth values listed in Application Item VI.5 for both Storage
Impoundments A and B are not consistent with what was seen during the site visit. Please revise.
Water Balance:
It appears that the water balance was calculated based on irrigation acreages for residential lot areas
only (permit Zone I). Therefore, conceptual approval for irrigation onto cornmon areas such as Rae
Road (Zone 2) and the wastewater treatment plant areas (Zone 3) will be removed from the permit. If
the applicant wishes to keep conceptual approval for Zones 2 and 3 in the permit, then please revise
the water balance to include these areas,
2. Provide the calculations used for the water balance, including all input values and assumptions for
each soil area and irrigation pond area.
Detailed Plans:
General
1. Please remove the "100-ft side building setback", "300-ft front building setback.", and "100-ft rear
building setback" notes from. the design plans (Sheets C2. C4 and C6). These setbacks are not related
to the reclaimed water permit and therefore might cause unnecessary confusion.
What is the heavy dashed line on each side of the stream on plan sheets C2, CS, C6, C8 and C9?
-Does this line represent delineation of the 100-year flood elevation? If so., please label.
3. Sheets C3, C13, C14 and C26 are listed in the Index, but were not provided in the plan sheet
submittal. Please address.
4. Since the configuration has changed, please provide a plan and profile detail for the UV system,
including inlet and outlet piping and elevations.

pr. ip Walton
_ 31, 2008
age 3 of 5
Detailed Plans (Continued):
5. Per Application Instruction N. please provide detailed profile views for both storage ponds. The
profile views shall show the following items at a minimum: liner details, all inlet/outlet piping and
elevations, the hydraulic connection between the ponds, wa.ter surface elevations and freeboard.
Please ensure that the details are consistent with all information provided in Application Item VI.5.
6. Item .W.5. states that the 100-year flood elevation is at 60.2 ft MS-1... From the grading plans (sheets
C2, C8, C9) it appears that some grading associated with construction of storage pond B may occur
within the 100-year floodplain. Please revise the grading sheets to clearly label the floodplain line
and verify if any construction and/or grading associated with the wastewater treatment plant, storage
ponds, or reclaimed water distribution system will occur within the .floodplain. If so, then
documentation of compliance with any applicable local -floodplain ordinances is required in
accordance with the "Floodway Regulations" in Article 21 Part 6 of Chapter 143 of the General.
Statutes and 15A, NCAC 2T .0105(c)(8).
Revise the plans to show the methods of restricting access to the reclaimed water treatment facility
(i.e., locked -buildings) and the storage ponds (i.e., signage details such as locations and language),
• Sheet G4
1. Please show the influent and effluent flow meters on Sheet G4.
Sheet C2
1. Please provide documentation that the drain located 'between the two wet -weather storage ponds is
non -jurisdictional. The plans show that the post construction location of this drainage feature will. be
moved from its current location.
2. Revise the plan sheet to show the location of the mobile home on the north side of Basin B and
indicate that it will be removed from the project site prior to operation of the facility.
Sheets C5 and CS
The mobile home shown on the north side of Basin B appears to be in violation of the required 100-ft
setback between treatmentistorage units and habitable residences or places of public assembly under
separate ownership or not to be maintained as part of the project site (15A. NCAC 02T .0506(b)).
Please revise the plans to indicate that this structure is to be removed from the project site prior to
operation.
. Does this same mobile home have a current or abandoned well? If so„ provide its location on the
plans and indicate that it will be abandoned.
Sheet C9
1. The reclaimed water line from the treatment plant to the storage pond(s) appears to cross a future road
corridor. Is this road corridor still owned by the applicant? Is DOT approval necessary for this
crossing? if so, please provide written documentation of such.

Mr. Philip Walton
July 31, 2008
Page 4 of 5
Detailed Plans (Continued):
2. The reclaimed. water line from the treatment plant to the storage pond(s) is shown crossing a stream.
Please provide a profile view showing how the line will cross the stream. Will a stream crossing
permit be required for this activity? Note that in accordance with Condition Tl.b. of the peri-nit
issued on April 28, 2008, documentation of any required U.S. Amy Corps of Engineers Nationwide
12 and. or 404 permits for all stream crossings requiring cut or fill for reclaimed water distribution
lines shall be submitted to the Division prior to authorization for constructiop ofthe treatment facility
or the reclaimed water utilization system.
t'o• Sheet C20
I. Revise the plans to show all piping into and out of the 5-day upset tank.
tse Sheet C3I
1. Amend Sheet C31to show the well that is shown on the Site Map on or near Lot 84, along with the
required 100-foot setback to distribution lines, per 15A. NCAC 02T.0909(0.
Sheet C37 and C46,
1. The diameters of the reclaimed water
Sheets C37 and C46. Please correct,
t'.• Sheet C43
1. Amend Sheet C43 to show the well that is shown on the Site Map on or near the adjacent Carter
property, along with the required 100-foot setback to distribution lines, per 15A NCAC 02T.0909(i.:
Sheet C45
1. The reclaimed. water distribution lines are missing from the profile views on Sheet C45. Please
amend.
Site Map:
e.
are not cor
between the plan and profile views on
1. The site map provided does not show all of the required features within 500 feet of utilization areas
on the southeast side and northwest side of the development. Please amend to show the locations of
all wells, surface waters, property lines and habitable residences or places of public assembly within
500 feet of all treatment, storage and utilization areas.
2. Please revise the site map to remove all references to a "500-foot buffer". In order to avoid confusion
with regulatory setbacks, the language may be revised to read "area of interest" or "area of
investigation". Or, the line may simply be removed.
3. The property lines do not appear to line up correctly with the lot lines in some areas. Please revise.
4. There are several erroneous lines that do not appear to correspond to existing property lines or future,
parcel lines. For clarity, please evaluate and remove these lines from the site map if they arc not
necessary.

lipllir
ip Walton
,..1., 2008
i
age 5 of 5
Site Map (Continued):
Amend the site map to include review and compliance boundaries around the wet -weather storage
ponds. The compliance boundary shall be either 250 feet away from the waste boundary, or 50 feet
within the property boundary; whichever is closer to the source. The review boundary shall be half
way between the compliance boundary and the waste boundary.
Specifications:
1. Page 02200-9 discusses excavation of an earthen 5-day pond. Please revis
Engineering Calculations:
1, The design narrative portion of the calculations (Page 2) mentions accumulation of stonnwater in the
5-day reject pond. This is no longer pertinent to the project since underground tanks will be used.
Please revise.
The discussion provided on Page 5 of Section 1 states that flow equalization of 25°/0 ADJ.' is provided
above the minimum operating level within the M.BR tanks. However, the proposed design includes
two dedicated flow equalization basins. Please revise.
3. The storage calculations for Pond A show 51 days effective storage time. This is not consistent with
the design plans, which indicate 45 days of storage for Pond A. Please clarify, and revise as
necessary.
4. The revised wet weather storage information (Page 1, Paragraph 1) references one wet -weather
storage pond. Please revise to indicate that the new design includes two storage ponds.
General:
1. The current permit, issued on April 28, 2008 provides conceptual approval for reclaimed water
irrigation on 81,16 acres on residential lots and common areas across the site (Zone 1). on 8.85 acres
on the future Rae Road corridor (Zone 2), and on 3.33 acres of wastewater treatment plant area and
pond berms (Zone 3). Provide an updated layout for Zones 1, 2 and 3 and include an updated table
for each zone, which lists irrigation acreages by soil type.
The mean seasonal high water table depth values listed in Application Item VI.5 for storage ponds A
and B have not been adequately determined. During the site visit, redoximorphic features indicating a
water table were observed within 2 feet of the soil surface within the area of both storage ponds.
Please provide a professional opinion from a Hydrogeologist regarding the depth of the water table in
the entire area of both .wet -weather storage ponds. If the water table is determined to be shallow
enough to impact the clay liner, then please address the following Division concerns:
• How will dewatering be accomplished during construction of the pond and liner? Provide details.
• Will the water table impact the integrity of the liner, especially during periods when the pond has
low water depth?
• How will impacts to the liner be minimized?
• Will adequate storage as determined by the water balance (75 days) be available above the water
table level?
• Is a groundwater lowering system needed? If so, provide details for the design.

Michael F. Easley, Governor
Ross Jr,„ Secretary
North Carolina Department of Envirmmem and Natural Resources
Cotten H. Sullins, Director
Division of Water Quality
August :15, 2008
CERTIFIED MAIL
RETURN RECEIPT UESTED
PHILIP WALTON,
1B DEVELOPMENT, LLC
13850 BALLANTYNE CORPORATE PLACE, SUITE 150
CHARLO f 1E, NORTH CAROLINA 28277
Subject: Return, of Permit Application Package
Application Number WQ0032756
The Woods
Wastewater Treatment and Reclaimed
Water Utilization System,
Union County
Dear Mr. Walton:
This letter is in reference to your permit application received on July 17, 2008 for the modification of
above -referenced wastewater team -lent and reclaimed water utilization facilities, In a letter dated July 31,
2008, the Aquifer Protection Section Express Review Program asked you to provide additional
information (copy of letter attached) and a fee of $1,077 prior to 5:00 PM on Thursday, August 14, 2008,
However, the additional information package and the required fee were not submitted prior to this
deadline. Therefore, the Division of Water Quality must return your application as incomplete in
accordance with North Carolina General Statute §143-215,,1 and the Aquifer Protection Section's Express
Review Policy .(http://h2o,.enr,staie,nc.ustlaulexpressreview.html).
When you have obtained the requested information that is needed to make your application package
complete, you may submit a new application package and the appropriate application fee. Available
Express Review Tracks are listed on the Aquifer Protection Section Express Review Program's website
(litip://h2o,enr,state.nc,usl1au/expressreview,htm1),
If you have any questions or comments concerning this matter, you>iiiiay contact Lori Veal at (919) 715-
6187.
cc: Rich Hayes — Raleigh Regional Office, Aquifer Protection Section
Peggy Finley — Mooresville Regional Office, Aquifer Protection Section
Mary E. Pearce, PE — McKim & Creed
Permit Application File WQ0032756
LAU Files - Returns
PrFt
.NoVhCarolina
Aaturally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Telephone, ( 9 ! 9) 733-7015
lritemef wwwricwatc_Qr ualitv.ors Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
Customer Service: [phone]
An Equal Opportunity/Affirmative Action Employer- 50% .Recycled/10% Post Consumer Paper

Mchal F. Easley, Govern()
CI Ross Jr,, Secretary
North Carolina Department of Environmem and Natural Resources
Coleen H. Sullins. Director
Dsion of Water Quality
July 31, 2008
PHILIP \WALTON,
IB DEVELOPMENT, LLC
13850 BALLANTYNE. CORPORATE PLACE, SUITE 1.50
CHARLOTTE, NORTH CAROLINA 28277
Dear Mr, Walton:
14.
Subject: Application No. .WQ0032756
Additional lnform.ation Request
The Woods of Weddington
Wastewater Treatment and
Reclaimed Water Utilization System
Union County
The Central and Regional Aquifer Protection Section's Express Reviewers have completed their review
of the permit modification request that was submitted on July 17, 2008. Additional information is
required before we may continue our review. Please address the following items no hater than the close of
business on August 14, 2008.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information. Three (3)
copies of all revised and/or additional documentation should be signed, sealed, dated, and submitted to
the address below. One (1) copy of all revised and/or additional documentation should be signed, sealed,
dated, and submitted to Rich Hayes in the Raleigh Regional Office. Please note that failure to provide
this additional information on or before the above requested date will result in your application being
returned as incomplete.
If you have any questions regarding his request, please do not hesitate to contact me at (919) 715-6-187,
Thank you for your cooperation,.
Sincereiy,
/2 1,
ori M. Veal
Environmental Engineer 11
cc: Rich Hayes — Raleigh Regional Office, Aquifer Protection Section
Mary E. Pearce, PE — McKim & Creed
Peggy Finley — Mooresville Regional Office Aquifer Protection Section
Permit Application File WQ0032756
One
NorthCarol ina
Naturall#
North Carolina Division of Water Qua( ity 1636. Mail Service, Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet, tvwvencwaterquality.ore 272g Capital Boulevard
Raleieli, NC 27604 FAX [phone]
An Equal OpportunitylAffirmative Action Employer - 505 Recycled/101N Post Consumer Paper

Mr, Philip Walton
July 31.2008
Page 2 of 5
Fee:
1. Upon submittal of the additional info.n-nation prior to the dose of business on Thursday, August 14th„
please submit a check mad.e payable to the Department of Environment and Natural Resources in the
amount of $1,077. Failure to provide the required fee by 5:00 pm on August 14th shall result in the
immediate return ofthe application package. Failure to provide all requested additional information
items shall result in an automatic additional in fonnation request.
Application:
1. Item VI.5. incorrectly states that design details for storage ponds A and B can be found on Sheet C5.
Please correct.
The total volume for storage pond 9 given in cubic feet in hem VI.5. is in.correct. Please revise.
3. The storage time of 51 days provided in ltem V1.5, for storage pond A is not consistent with
information provided on the design plans (45 days). Please clarify and correct as necessary.
4. The mean seasonal high water table depth values listed in Application Item VI.5 for both Storage
Impoundments A and B are not consistent with what was seen during the site visit. Please revise.
Water Balance:
It appears that the water balance was calculated based on irrigation acreages for residential lot areas
only (permit Zone 1). Therefore, conceptual approval for irrigation onto common areas such as Rae
Road (Zone 2) and the wastewater treatment plant areas (Zone 3) will be removed from the permit. If
the applicant wishes to keep conceptual approval for Zones 2 and 3 in the permit, then please revise
the water balance to include these areas.
2, Provide the calculations used for the water balance, including all input values and assumptions for
each soil area and irrigation pond area.
Detailed Plans:
' General
Please remove the "100-ft side building setback", "300-ft front building setback", and "100-ft rear
building setback" notes from the design plans (Sheets C2„ C4 and C6). These setbacks are not related
to the reclaimed. water permit. and therefore might cause unnecessary confusion.
What is the heavy dashed line on each side of the stream on plan sheets C2, C5, C6, C8 and C9?
Does this line represent delineation of the 100-year flood elevation? If so, please label.
3. Sheets C3, C13, C14 and C26 are listed in the Index. but were not provided in the plan
submittal. Please address.
4. Since the configuration has changed, please provide a plan and profile detail for the UV system,
including inlet and outlet piping and elevations,

Walton
, 2008
age 3 of
Detailed Plans (Continued):
5. Per Application Instruction N. please provide detailed profile views for both storage ponds, The
profile views shall show the following items at a minimum liner details, all inletioutlet piping and
elevations, the hydraulic connection between the ponds, water surface elevations and freeboard.
Please ensure that the details are consiste,nt, with all information provided in Application Item V15.
6. Item IV.5. states that the 100-year flood elevation is at 602 ft NISI. Fromthe grading plans (sheets
C2. C. C9) it appears that some grading associated with construction of storage pond B may occur
within the 100-year floodplain. Please revise the grading sheets to clearly label the floodplain line
and verify if any construction and/or grading associated with the wastewater treatment plant, storage
ponds, or reclaimed water distribution system will occur within the floodplain. If so, then
documentation of compliance with any applicable local flood.plain ordinances is required in
accordance with the "Floodway Regulations" in Article 21 Part 6 of Chapter 1.43 of the General
Statutes and I5A NC.AC 2T .0105(c)(8).
7. Revise the plans to show the methods of restricting access to the reclaimed water treatment facility
(1..e., locked 'buildings) and the storage ponds (i.e.. signage details such as locations and language).
Sheet G4
. Please show' the influent and effluent flow meters on Sheet G4.
Sheet C2
Please provide documentation that the drain located between the two wet -weather storage ponds is
non -jurisdictional, The plans show that the post construction location of this drainage feature will be
moved from its current location.
2. Revise the plan sheet to show the location of the mobile home on the north side of Basin B and
indicate that it will he removed from the project site prior to operation of the facility.
Sheets CS and C8
The mobile home shown on the north side of Basin B appears to be in violation of the required 100-ft:
setback between treatmentlstora.ge units and habitable residences or places of public assembly under
separate ownership or not to be maintained as part of the project site (15A N,CAC 02T .0506(b)).
Please revise the plans to indicate that this structure is to be removed from the project site prior to
operation,
Does this same mobile home have a current or abandoned well? If so, provide its location on the
plans and indicate that it will be abandoned.
Sheet C9
. The reclaime,d, water line from the treatment plant to the storage poncl(s) appears to cross a future road
corridor., Is this road corridor still owned by the applicant'? Is DOT approval necessary for this
crossing? If so, please provide written documentation of such.,

Mr. Philip Wallop
July 31. 2008
Page 4 of 5
Detailed Plans (Continued):
The reclaimed water line from the treatment plant to the storage pond(s) is shown crossing a stream.
Please provide a profile view showing how the line will cross the stream. Will a stream crossing
permit be required for this activity? Note that in accordance with Condition is 1.b. of the permit
issued on. April 28, 2008, documentation of any required U.S. Army Corps of Engineers Nationwide
12. andlor 404 permits for all stream crossings requiring cut or fill for reclaimed water distribution
lines shall be submitted to the Division prior to authorization for construction of the treatment facility
or the reclaimed water utilization system.
Sheet C20
1. Revise the plans to show all piping into and out of the 5-day upset tank,
• * Sheet C31
Amend Sheet C31 to show the well that is shown on the Site Map on or near Lot 84, along with the
required 100-foot setback to distribution lines, per 15A NCAC 02T,0909(i).
Sheet C37 and. C46
The diameters of the reclaimed water lines are not consistent between the plan and profile views on
Sheets C37 and C46, Please correct.
•:• Sheet C43
Amend Sheet C43 to show the well that is shown on the Site Map on or near the adjacent Carter
property, along with the required 100-foot setback to distribution lines, per i.SA NCAC 02T.0909(i).
Sheet C45
The reclaimed water distribution lines are missing from the profile ti ews on Sheet C45. Please
amend.
Site Map:
The site map provided does not shrew al] of the required features within 500 feet of utilization areas
on the southeast side and northwest side of the development. Please amend to show the locations of
all wells, surface waters, property lines and habitable residences or places of public assembly' within
500 feet of all treatment, storage and utilization areas.
2. Please revise the site map to remove all references to a "500-foot buffer", In order to avoid confusion
with regulatory setbacks, the language may be revised to read a
investigation". Or, the line may simply be removed,
of interest" or "area of
The property lines do not appear to line up correctly with the lot lines in some areas, Please revise,
4. There are several erroneous lines that do not appear to correspond to existing property lines or future
parcel lines. For clarity, please evaluate and remove these lines from the site map if theyr° are not.
necessary,

prprir alton
, 2008
ge .5 of 5
Site Map (Continued):
5. Amend the site map to include review and compliance boundaries around the wet -weather storage
ponds. The compliance boundary shall be either 250 feet away from the waste boundary, or 50 feet
within the property boundary; whichever is closer to the source. The review boundary shall he half
way between the compliance boundary and the waste boundary.
Specifications.:
1. Page 02200-9 discusses excavanon of an earthen 5-day pond. Please revise.
Engineering Calculations:
1, The design narrative portion of the calculations (Page 2 mentions accumulation of storrnwater in the
5-day reject pond. This is no longer pertinent to the project since underground tanks will be used.
Please revise.
The discussion provided on Page 5 of Section .1 states that flow equalization of 25% ADF is provided
above the minimum operating level within the MBR tanks. However, the proposed design includes
two dedicated flow equalization basins. Please revise.
The storage calculations for Pond A show 51 days effective storage time. This is not consistent with
the design plans, which indicate 45 days of storage for Pond A. Please clarify., and revise as
necessary,
4. The revised wet weather storage information (Page 1., Paragraph 1) references one wet -weather
storage pond. Please revise to indicate that the new design includes two storage ponds.
General:
1.. The current permit, issued on April 28, 2008 provides conceptual approval for reclaimed water
irrigation on 81.16. acres on residential lots and common areas across the site (Zone 1), on 8.85 acres
on the future Rae Road corridor (Zone 2), and on 3.33 acres of wastewater treatment plant area and
pond berms (Zone 3). Provide an updated layout for Zones 1, 2 and 3 and include an updated table
for each zone, which lists irrigationacreages by soil. type.
The mean seasonal high water table depth values listed in Application hem VI.5 for storage ponds A
and B have not been adequately determined, During the site visit, redoximorphic features indicating a
water table were observed within 2 feet of the soil surface within the area of both storage ponds.
Please provide a professio-nal opinion from a Hydrogeologist regarding the depth of the water table in
the entire area of both wet -weather storage ponds. If the water table is determined to be shallow
enough to impact the clay liner, then please address the following Division concerns:
• How will dewatering be accomplished during construction of the pond and liner? Provide details.
• Will the water table impact the integrity of the liner, especially during periods when the pond has
low water depth?
• How will impacts to the liner be minimized?
• Will adequate storage as determined by the water balance (75 days) be available above the water
table level?
• Is a groundwater lowering system needed? If so, provide details for the design.

Michael F. Easley, Governor
G Ross Jr, Secretary
North Carol nDepartment of Environment and Natural Re
Coleen H. Sullins, Director
Division ryt: Water Quality
June 26, 2008
Mr, Philip Walton, Member Manager
I B Development, LLC
13850 Ballantyne Corporate Place, Suite 150
Charlotte, NC 28277
Subject: Permit No, WQ0032939
The Woods at Weddington Collection Sewer
Wastewater Collection System
Union County, North Carolina
Dear Mr, Walton,
In accordance with your complete application received on June 25. 2008, we are forwarding
herewith Permit No, WQ0032939, dated June 26, 2008, to IB Development, LLC for the construction
only 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 Perrnittee.
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
Pernnittee'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,
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 16,088 linear feet of 8-inch gravity sewer, approxirnately
2,020 linear feet of 4-inch force main, a 125 gallon per minute pump station (with duplex pumps, on site
audible and visual high water alarms and a permanent generator MATS) and the discharge of 0
gallons per day of collected domestic wastewater into the The Woods WVVTP sewerage system in
ofic
rthCarol i tar
Aaturally
Mooresville Regional Offioe 610 East Center Ave., Suite 301 Mooresville, NC 28115
Internet www ncmwaieruality,orj Customer Service 1-877-623-6748
An Equal Opportunity:Affrmative Action Employer - 501"oRegyeler1110% Post Consumer Paper
Phone: [phone] fi'axi COI.) 663-6040

Mr WaUon
Page 2
June 25 2008
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 Woods WWTP
(WWTF Permit No. WQ0032756) prior to being distributed to the designated permitted reclaimed water
utilization areas.
Issuance of this construction only permit does not guarantee issuance of a permit to operate.
Requests for permit modifications to place a sewer into operation are required and will be evaluated on
an individual basis in the order received, Approval will be based on a review of the downstream sewer
and receiving plant capacity. Construction of this permitted system is at the Permittee's own risk and
the Permitee shall be held accountable per G.S. 143-215.67(a) should compliance issues arise.
Please note that Condition 1.3. of the WQ0032765 Non -Conjunctive Wastewater Treatment
and Reclaimed Water Utilization System permit states that the facility shall not be granted
Collection System (sewer) capacity approval until such time as this wastewater treatment and
reclaimed water utilization permit has been modified to allow for flow capacity.
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of The Woods, The Woods must utilize whatever tracking tools necessary for
planning additions of sewer flow in order to maintain compliance with the WWTP permitted limits and
their collection system permit.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
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 1508 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,
Sincerely,
Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Robert Davis, RD Davis Consulting Engineers; PLLC
Lori Veal, APS, Central Office
Peggy Finley, APS, Mooresville Regional Office
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.
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 shalt 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

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.

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. This permit shall be for the construction of the wastewater collection facilities only. No flow
shall be made tributary to the subject facilities until a permit modification application is submitted
(with the appropriate fee), a modified permit is issued, and the Engineer's Certification is
received and approved by the Division. Issuance of this Construction only (No flow/0 flow)
permit does not prioritize or obligate the Division to guarantee future issuance of a sewer
extension permit modification.
13. Pump and haul permit requests will not be considered for this collection system permit. In
accordance with 15A NCAC 2T .0204, Pump and Haul permits are not acceptable long-term
domestic wastewater treatment alternatives. Delays in permitting or construction of additional
capacity at the receiving VVVVTP do not constitute an environmental emergency or an
unavoidable delay in construction of systems previously permitted under this Section. The
decision to apply for a No Flow/0 Flow permit is the decision of the applicant and affiliated
parties. The applicant should be aware that the existing VVVVTP must supply a current
FTSE_10/07 Form and receive a sewer extension permit approval prior to wastewater flow
becoming tributary.
14. Issuance of a Construction Only/No Flow sewer extension permit does not prioritize, or obligate
the Division to issue an NPDES permit request for construction or expansion. NPDES
permitting final decisions can only be made after the Division receives and evaluates a formal
permit application for the proposed discharge. In accordance with the North Carolina General
Statutes, the practicable wastewater treatment and disposal alternative with the least adverse
impact on the environment is required to be implemented.
Permit issued this the 26th day of June, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/i/C, 7'
Ibr Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit. Number W90032939

Fast Track Engineering Certification
Permit No, WQ0032939
June 26, 2008
OwnerQCSWVTF
Philip Walton, Member/Manager
I B Development
13850 Ballantyhe Corporate Place, Suite 150
Charlotte, NC 28277
PE
Robert Davis
RD Davis Consulting Engineers
PO Box 814
Indian Trait, NC 28079
Complete and submit this form to the permit issuing regional office with the following:
Oine 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
, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (LI periodically, 1111 weekly, El full time) the construction of The Woods at Weddington
Collection System, a Union 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.

rpr' NOTI ' CAROLINA
UNTY OF /
Permit No,
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 Oh and entered into this day of
2-69( by and between the North Carolina Environmental Management
Cornmission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
-054,0 , a corporationfgeneral partnership registered/licensed to do business
in the State of North Carolina, hereinafter known as the DEVELOPER,
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying in LJVie"1/
County, upon which it
is erecting and wi„Il e -ect dwelling units and other imprmements, said development to be known
//i/ CeD
as
, (hereinafter the Development),
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment works,
andior 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 permitpursuant to G,S. .143-2 5.1 to
construct, maintain, and operate the Disposal Systern,
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
(Enter Proposed Unit Owners' Association) ONEfit*,9761t1/ reinafter
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 hcretc,the
COMMISSION and DEVELOPER, do hereby mutually agree as follows:
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.
The DEVELOPER. shall not transfer ownership andlor 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 isansfer„ 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,
4. The DEVELOPER ,shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit, for construction, operation, repair, and maintenance of the
system and -facilities. The Declaration and Bylaws shall identify the entire wastewater treatment, collection and
FOR Nit 7 DEVI 02/03 Pave 1 of 2

disposal system as a common element which will :receive the highest priority for expenditures by the ;:ss
except for Federal.. State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System NV Ili be
maintained out of the common expenses. In order to assure that there shall 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 maintenance funds 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.
if a wastewater collection system and wastewater treatment andlor 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 th.e: 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 govern.mental unit may require as
condition of accepting the Development's wastewater.
8. 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 its 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.
The agreements set forth in numbered paragraphs I. 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 .filedat the Register of Deeds in the Counly(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
MAN; ENIENT COMMISSION
4
Coleen H. Sullins, Director
Division of Water Quality
FORM: DEN 02103 Pace

NORT
LINTY OF Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-21.5.1 (d and entered into this .72- day of
2eKt_ by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
"T-13 t-7Air ce
,a corporation/general partnership reistered Iicensed 10 do business
in the State of North Carolina, hereinafter known as the DEVELOPER..
WITNESSETH:
The DEVELOPER is the owner of the certain lands lying ii
is erecting and vs,all erect dwelling units and otheniprovernents, said de eiopme
as 5
County, upon which it
be known
thereinafter 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 DEN/ELOPER 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. T he DEVELOPER has caused to be 'formed or will cause to be formed at the time of filing of the Declaration,. the
(Enter Proposed Unit Owners' Association) 7iliE 1•14,03. pr- bithm,v7,9.,chereinafter
Associationi, 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 DeY'elopment;
of operating., maintaining, re -constructing and repairingthe 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 thequality of the walers
of the State and the public interest therein,
NOV', 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 kvith 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
DEN/ELOPER must request that the permit be reissued to the Association. The request mustinclude 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/5 successor,
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto ;ire part of the common elements and shall thereafter be properly maintained and operated in
conformity with law and the provisions of the permit for construction, operation, repair, and maintenance of the
system and facilities, The .Declaration and Bylaws shall identify the entire NV a s te w a te r treatment, collection and
MR kit- 'FWAI 0,1/11 Pa tW, 1 of '7

disposal system as a common element which will receive the highest priority/ for expenditures by the Assoc!,
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 shall 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 maintenance funds 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 Byla.ws shall provide for special assessments
to cover such necessary- costs. There shall he 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,
if a wastewater collection system and ‘vastewater 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 +,velfare for the
Association to enter into voluntary dissolution without having made adequate provision for the continued proper
maintenance, repair and operation of its 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 numbered paragraphs I , 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,
I O. A copy of this agreement. shall be filed 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 ,,vas 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
Name of D
FOR THE ENVIRO.NMENTAL
MA4LNiLNT COMMISSION
tc_
Coieen H. Sullins, Director
Division of Water Quality
(Signature)
Prin
(Da
mp npv (rim Pn e. '7 of

Michael F. Easley, Governor
Ross Jr„ Secretary
.1 Resources
s Director
'ate! Quality
April 28, 2008
Mr. Philip Walton — Member/Ma g -
1B Development, ',LC
13850 allaotyne Corporate Place, Suite 150
Charlotte, North Carolina 28277
Dear Mr, Walton:
z 9 ;99,99:
DENR MRO
Suiace Writer Protect
Subject. Permit No. WQ0032756
The Woods
Non-C(»njunctive Wastewater
Treatment and Reclaimed Water
'Utilization System
Union County
In accordance with your permit application received IVlarch 12, 2008, and subsequent additional
information received April 9, 2008 and April 15, 2008, we are forwarding herewith Permit No.
WQ0032756, dated April 28, 2008. to IB Development, LLC for the construction only of the subject
wastewater treatment plant and conceptual approval ofthe subject reclaimed water utilization areas.
This permit shall be effective from the date of issuance until March 31, 2013, and shall be subject
to the conditions and limitations as specified therein. Please pay particular attention to the monitoring
requirements in this permit. Failure to establish an adequate system for collecting and maintaining the
required. operational information will result in future compliance problems. Please note that the permit
currently allows zero "low froni this cility, Therefore, please pay special .attention to the following
special conditions:
Condition 1.1. — outlines requirements that are to be met prior to the Division authorizing
construction of the reclaimed water utilization (irrigation) system.
Condition 1.2, — outlines requirements that are to be met prior to the -Division authorizing
operation of the wastewater treatment plant and reclaimed water utilization system.
Condition 1.3, — states that the Perminee shall not be granted Collection System (sewer)
capacity approval until such time as this wa.stewater treatment and reclaimed water
utilization -permit has been modified to allow for flow capacity,
If any parts, requiren-ients, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicator y 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 the North
Carolina General Statutes, and filed with the Office of Adirninistrative Hearings, 6714 Mail Service
Center, Raleigh, NC' 27699-6714. -Unless such demands are made this permit shall be final and binding.
.Aquifer Protection Section
Iiiterner ,wvaymewaterz_tplity..org
1636 Mail Service Center Raleigh, NC 27699-1636
Location: 2728 Capital Boulevard Raleigh, NC 276.04
An Equal Opportu.nitylAffirmative Action Employer— 50% Recycled/1.0'/Q Post Consumer Paper
Telephone
Fax I:
Fax 2:
Customer Service:
1,(')ni`th Carolina
Naturally
[phone]
(9191 715-0588
69191715-6048
[phone]

One set of approved plans and specifications is being forwarded n, you, If you need additional
information concerning this matter, please contact Lori Veal at (919) 715-6 S7 or lori.vealCipnemail,net,
cc Union Colinq Health Department
Sincere
Coleen H. Sullins
,
Dee Browder - Mooresville Regional Office, Aquife,r Protection Section
Mooresville Regional ()ft:ice, Surface sAlater Protection Section
Mary Pearce PE — McKim & Creed, PA
Technical Assistance and Certification Unit
APS Central Files
LA. Files

NORTH CARO LIN A
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIG H
NON -CONJUNCTIVE WASTEWATER TREATMENT AND RECLAIMED WATER
UTILIZATION SYSTEM PERMIT
In accordance with the provisions of .Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
IB Development LLC
Union County
FOR
construction only of a 100,000 gallon per day (GPD) wastewater treatment plant consisting of: an
influent flow meter, one (1) mechanically cleaned fine screen with 1/4-inch spacing and a durripster for
screenings collection; an influent sampling station; two (2) 28,580 gallon aerated flow equalization basins
served by two (2) 180 cubic feet per minute (CFM) blowers and a coarse bubble diffuser system; three (3)
70 gallon per minute (GPM) submersible equalization transfer pumps; a flow splitter box; a dual -train
Membrane Bio-Reactor, with each train consisting of one (1) 2 millimeter (rnm) drum screen; one (1)
8,108-gallon anoxic basin with one (1) 1. horsepower (hp) submersible mixer; one (1.) 174 GPM anoxic
recirculation pump; one (1) 16,850 gallon aeration basin with fine bubble diffusers served by one (1) 110
CFM blower; one (I.) 1,563 gallon membrane tank with 20 membrane modules; a 76 GPM membrane
filtrate pump and a 294 GPM membrane feed pump; one (1) 128 CFM membrane air scour blower; a
sodium hypochlorite chemical feed system for membrane cleaning; two (2) 34,740 gallon aerobic sludge
digesters with a coarse bubble diffuser system served by three (3) 150 CFM blowers and one (1) 300
GPM sludge transfer pump; dual ultraviolet (UV) disinfection chambers set up in parallel with two lamps
each; an in --line sodium b.ypochlorite metering system for chlorine residual; a 450 kW standby diesel.
generator; an odor control facility; a turbidimeter; an effluent flow meter; one (1) synthetically —lined 0.5
million gallon (MG) 5-day upset pond with dual 70 GPM return pumps., one (1) 8.67 MG synthetically -
lined storage pond to provide approximately 87 days of effective wet -weather storage; three (3) 420 GPM
reclaimed water irrigation pumps;
and conceptual approval for a 100,000 GPD reclaimed water utilization system consisting of: irrigation
on approximately 81.16 acres of non -conjunctive reclaimed water irrigation area on residential lots and
common areas throughout the development (Zone 1); approximately 8.85 acres of non -conjunctive
reclaimed water irrigation on the future Rae Road thoroughfare (Zone 2); and approximately 3.33 acres of
non -conjunctive reclaimed water irrigation on wastewater treatment plant areas and pond berms (Zone 3);
to serve 812 bedrooms on approximately 200 lots, a clubhouse and swimming pool., with no discharge of
wastes to the surface waters, pursuant to the application received March 12, 2008, and subsequent
additional information received by the Division of Water Quality (Division), and in conformity with the
project plan, specifications, and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
WQ0032756 Version 1.0
Shell Version 070627 Page 1 of 12

This nem-lit shall be effective from the date of issuance nun March 31, 2013, and shall be subject
to the following specified conditions and limitations:
I. SCHEDULES
This permit provides approval for construction only of the subject wastewater treatment plant, and
provides conceptual approval for the general locations and loading rates of the reclaimed water
utilization system. Theretbre, the permit currently allows zero flow from this facility. Prior to the
Division granting authorization to construct any part(s) of the subject reclaimed water utilization
system, all of the following conditions shall be met:
a. Application for a permit modification to allow flow from the wastewater treatment plant shall be
submitted to the Division. This application shall include submittal of complete engineering
design plans, specifications, and calculations for the reclaimed water utilization (irrigation)
system. If the utilization system is to be designed and constructed in phases, then each request
for an increase in flow shall require the applicant to request a permit modification at that time,
along with all required engineering design material for each phase.
b. The Pernuttee shall obtain the required U.S. Army Corps of Engineers Nationwide 12 and/or 404
permits for all stream crossings requiring cut or fill where reclaimed water distribution lines will
be installed. Once obtained, documentation of the required stream crossing permit approvals
shall be submitted to the Division.
c. The Perrnittee shall obtain the required Dam Safety Permit from the Division of Land Resources
for the wet -weather storage pond. Documentation of the required Dam Safety permit approval
shall be submitted to the Division.
WQ0032756 Version 1.0
Shell Version 070627
Page 2 of 12

.44o.
Prior to the Division granting authorizationto operate the subject wastewater treatment and reclaimed
water utilization system. the Permittee shall abide by all of the .following conditions:
a. The Permittee shall submit the final Homeowner's Association (IIOA) Declarationof -"overran s.,
Conditions and Restrictions to the Division for approval.
b. The applicant shall submit documentation to the Division that the Reclaimed Water Easement and
Irrigation Agreement has been recorded with the appropriate Register of Deeds.
c. The applicant shall submit documentation of the .Permittee 's Reclaimed Water Education
Program for Division approval. The Education Program shall comply with I5A. NCAC 02T
,0910,
d. Prior to the Division granting the Permittee authorization to operate the subject facility, the
Permittee shall abide by one of the following options:
If the Developer intends to transfer permit ownership to a Homeowner's .Association
(HOA) upon its formation, the Permittee shall submit:
A.) A final copy of the H0A's Declaration of Covenants, Conditions and Restrictions to
the Division for approval which shall clearly disclose that the Permittee is the sole
financial responsible party for the treatment and utilization. (including all related
operation and maintenance costs) of all reclaimed water generated 'by The Woods
development.
B.) A detailed HOA budget outlining the financial plan for ensuring the necessary funds
for long-term operation and maintenance of the wastewater treatment plant and
reclaimed water utilization system.
ii If the Developer intends to transfer permit ownership to a Privately -Owned Put
the Permittee shall submit:
A.) A. properly executed change of ownership application (FORM: PNO .,F) located at:.
http://h2o.enrstatenc.us/lau/apphcationshtml
B.) A Certificate of Public Convenience and Necessity, which demonstrates that the
public utility is authorized to hold the utility franchise for the area to be served by the
wastewater system.
e. Prior to operation of any part of the reclaimed water irrigation system associated with Zone 1 (as
shown on Figure 2), a soil scientist evaluation shall be completed for all in-igation areas on each
residential lot or common area. This soil scientist evaluation shall be conducted once all
construction, renovation, and grading activities are complete for a residential or common area.
This report shall specifically address, but not be 'limited to, soil features such as soil compaction
and saturated hydraulic conductivity of the least permeable layer, as well as any other properties
that might impact the soil's ability to accept irrigation water. The report shall also include a
Standard Soil Fertility Analysis for all parameters listed in 15A NCAC 02T .0905(b)(4). The
report shall be signed and sealed by a licensed soil scientist and certify that the proposed Zone 1
irrigation areas are capable of accepting the designed hydraulic loading rates. The requested
information must be received and approved in writing by the Aquifer Protection Section, prior to
any irrigation of wastewater in Zone 1. Copies of the report shall be sent to the following
addresses: Aquifer Protection Section, Mooresville Regional Office, 610 East Center Ave.,
Mooresville, NC 28115 and Aquifer Protection Section, 1628 Mail Service Center, Raleigh, NC
27699-1628.
WQ0032756 'Version 1.0
Shell Version 070627 Page 3 of 12

The Perminee shal9 not be granted Collection System (sewer)capacity approval until such time as this
wasteweuer treatment and reclaimed water utilization permit has been modified to allow for flow
capacity .
4,. Upon completion of construction and prior to operation. of this permitted facility, a certification (see
attached form) must be received from a professional engineer certifying that the permitted facility has
'beeninstalled rn accordance with this pen -nit, the approved plans and specifications, and other
supporting materials including the location of all monitoring wells as applicable. If this project is to
be completed in phases and partially certified, you shall retain the responsibility to track further
construction approved under the same emit, and shall rovide a final certificate of completion once
the entire project has been completed, Mail the Certification to the Aquifer .Protection Section,
Division of Water Quality, 1636 Mail Service Center, Raleigh, NC 27699-.1636.
5. The Mooresville Regional Office, telephone number [phone], shall be notified at least 48
hours in advance (excluding weekends and holidays) of operation of the .installed facilities so that an
in-pl.ace inspection can be made. Such notification to the Aquifer Protection 'Section regional
supervisor shall he made during the normal office hours from 8:00 a.m., until 5:00 p.m. on Monday
through Friday, excluding State Hol.idays.
6, Within 60 days of permit issuance, the three existing water supply wells within the development.
property(as shown on Figure 1) shall be permanently abandoned, The Mooresville Regional Office,
telephone number [phone], shall be notified prior to well abandonment, and the appropriate
documentation shall be completed and submitted based on Regional Office guidance,
7. A waste -level gauge, to monitor waste levels in the 5-day upset pond arid the wet -weather storage
pond shall he installed prior to operation of the subject facilities.
No later than six months prior to the expiration of this permit, the Permittee shah request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will extend the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note that Rule
15A NCAC' 02T ,01.05(d) requires an updated site map to be submitted with the permit renewal
application. If the Developer transfers permit ownership to a Homeowner's Association (HOA), then
the Pennittee shall submit a copy of the declarations and bylaws that documentscompliance with the
attached Operational Agreement. in accordance with Rule 15A NCA.0 02T .0115,
IL PERFORMANCE STANDARDS
The reclaimed water utilizationfacilities shall be effectively maintained and operated at all times so
that there is no discharge to the surface waters, nor any contamination of ground waters, WhiCh will
render them unsatisfactory for normal use. In the event that the facilities fail to perform satisfactorily,
including the creation of nuisance conditions or failure of the utilization area to adequately assimilate
the wastewater, the Permittee shall take immediate corrective actions including those actions that may
be required by the Division of Water Quality (Division), such as the construction of additional or
replacement wastewater treatment and disposal facilities.
The issuance of this permit shall not relieve the Perrnittee of the responsibility for damages to ground
or surface waters resulting from the operation of this facility.
3.. All wells that are constructed for purposes of groundwater monitoring shall be constructed in
accordance with 15A NCAC 02C .0108 (Standards of Construction for Wells Other than Water
Suppl-y) and any other state and local laws and regulations pertaining to well construction.
4. Effluent lireiirnitations shall not exceed those specified in Attachment A.
WQ0032756 Version 1.0
Shell Version 070627 Page 4 of 12

he nrtrxinrur instantaneous loading rate fca rcclairTied irri anon areas shall not exceed 0 30
incbeslhour for any irrigation zone:
The annual hydraulic loading rates for
shall not exceed the following
George die - ? 3,86 i t
Cid/Ertnum- 12.20 n/yr
Applin /CeciI/Wedowee
Helena:`Vance - 16.1. in/yr
Nason - 0.7 iniy
,02 m
in areas containrn<g the fcrl o yin soil classifications
The COMPLUiNCE and REVIEW BOUNDARIES for the reclaimed utilization areas are established
at the utilization area boundaries. Any eceedance of standards at the Compliance or Review
Boundary shall require action in accordance with 1 A NCAC 021, .0106.
The Permitter shall apply for a permit modification prior to any sale or transl r of property that
affects a compliance boundary to establish a new compliance boundary,
rt accordance wrth 15A NCAC 02L .0107(d), no wells, other than monitoring wells, shall he
constructed within the compliance boundary except as provided by 1 A NCAC 02L .0107(),
The Director may teritiMate the easement when its purpose has been fulfilled or is no longer needed;
0. The facilities permitted herein mu t be constructed according to the folio ing setbacks:
The setbacks for reclaimed utilization sites shall be as foil+ Ps {all distances
Surface waters not classified SA:
Surface waters classified SA:
Any well with exception to monitoring wells
100
100
b. The setbacks for treatment and storage units shall be as follow (all distances in feet :
r, Any habitable residence or place of public assembly under :separate ownership✓: 100
y private or public water supply source; 100
Surface waters: 50
yr well with exception of m°tutorin well 1 00
Any property line: 50
WQ0032756 2756 Version 1,0 Shell Version 070627Page 5 of 12

11. The following shall be requirements for the reclaimed water distribution, storage, and utilization
a. All reclaimed water valves, storage facilities, and outlets shall be tagged or labeled to warn the
public or employees that the water is not intended for drinking. Where appropriate, such warning
shall inform the public or employees to avoid contact with the water.
b. All reclaimed water piping, valves, outlets, and other appurtenances shall be color -coded, taped,
or otherwise marked to identify the source of the water as being reclaimed water.
All reclaimed water piping and appurtenances shall be either colored purple (Le., Pantone
522) and embossed or integrally stamped or marked "CAUTION: RECLMMED WATER —
DO NOT DRINK" or be installed with a purple (i„e., Pantone 522) identification tape or
polyethylene vinyl wrap. The warning shall be stamped on opposite sides of the pipe and
repeated every three feet or less.
ii. identification tape shall be at least three inches wide and have white or black lettering on
purple (i.e., Pantone 522) field stating "CAUTION! RECLAIMED WATER — DO NOT
DRINK." Identification tape shall be installed on top of reclaimed water pipelines, fastened
at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. All reclaimed water valves and outlets shall be of a type, or secured in a manner, that permits
operation by authorized personnel only.
d. Above -ground hose bibs (i.e., spigots or other hand -operated connections) shall not be present.
Hose bibs shall be located in locked below -grade vaults that shall be clearly labeled as being of
non -potable quality. As an alternative to the use of locked below -grade vaults with standard hose
bibs services, hose bibs, which can only be operated by a special tool or connected to a special
hose connection, may be placed in non -lockable underground services boxes clearly labeled as
non -potable water.
12. The Permittee shall maintain an active cross -connection control program that shall have the following
!minimum requirements:
a. No direct cross -connections shall be allowed between the reclaimed water and potable water
systems.
b. A reduced pressure principle backflow preventer, an approved air gap separation, or other device
approved by the Division of Environmental Health shall be installed at the potable water service
connection to the use area where both reclaimed water and potable water are supplied to a
reclaimed water use area. The installation of the reduced pressure principle backflow prevention
device shall allow proper testing.
c. An air gap separation, approved and regularly inspected by the Permittee shall be provided
between the potable water and reclaimed water systems where potable water is used to
supplement a reclaimed water system.
13. Reclaimed water distribution lines shall be located 10 feet horizontally from and 18 inches below any
water line where practicable. Where these separation distances cannot be met, the piping and integrity
testing procedures shall meet water main standards in accordance with I 5A NCAC I 8C„
14. Reclaimed water distribution lines shall not be less than 100 feet from a well unless the piping and
integrity testing procedures meet water main standards in accordance with 15A NCAC 18C, but no
case shall they be less than 25 feet from a private well or 50 feet from a public well.
15. Reclaimed water distribution lines shall meet the separation distances to sewer lines in accordance
with Rule .0305 of Subchapter 02T,
WQ0032756 Version 1.0
Shell Version 070627 Page 6 of 12

16. The Operational Agreement (see attached) between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Perminee to all
sanctions provided by North Carolina General Statutes 043-215.6A to §143-215.6C for violation of
or failure to act in accordance with the terms and conditions of this pennit.
17. The reclaimed water utilization system shall be connected to a ram or moisture sensor that shall
indicate when reclaimed water application is not appropriate in accordance with Condition 111.4. and.
111.5. of this permit.
OPERATION AND MAINTENANCE REQUIREMENTS
1 The facilities shall be properly maintained and operated at all times. The facilities shall he effectivel:,,'
maintained and operated as a non -discharge system to prevent the discharge of any Wastewater
resulting from the operation of this facility. The Permittee shall maintain an Operation and
Maintenance Plan pursuant to 15A NCAC 02T .0913 including operational functions. maintenance
schedules,safety measures, and a spill response plan.
Upon classification of the Wastewater treatment and reclaimed utilization facilities by. the 'Water
Pollution Control System Operators Certification Commission (WPCSOCC), the Permittee shall
designate and employ a certified operator to be in 'responsible charge (ORC) and one or more certified
operator(s) to be back-up ORC(s) of the facilities in accordance with 15A NCAC 08G .0200. The
ORC shall visit the facilities in. accordance with 15A NCAC 08G .0200 or as specified in this permit
and shall comply with all other conditions specified in these rules.
3. A suitable year round vegetative cover shall be maintained in all reclaimed water irrigation areas such
that crop health is optimized, allows for even distribution of effluent, and allows inspection of the
reclaimed water utilization system.
4. Adequate measures shall be taken to prevent ponding or runoff from the reclaimed 'water utilization
areas.
5. Reclaimed water application shall not be perfon-n.ed during inclement: weather or When the ground is
in a condition that will cause ponding or runoff.
6. All reclaimed water application equipment must be tested and calibrated at least once per year.
Records of the calibration must he maintained for five years.
No type of wastewater other than that from The Woods shall be applied to the reclaimed water
utilization areas.
8.An automatically activated standby power source shall be on site and operational at all times, and
capable of powering all essential treatment. units. If a generator is employed as an alternate power
supply, it shall be tested weekly by interrupting the primary power source,
9. Public access to recl.aimed water utilization areas shall be controlled during active site use. Such
controls may include the posting of signs showing the activities being conducted within the
development.
10. The residuals generated from these 'treatment facilities must be disposed utilized in accordance with
15A NCAC 02T .1100. 'The Permittee shall maintain a residual management plan pursuant to 15A
NCAC 02T .0914.
11. Diversion or bypassing of the untreated wastewater from the treatment facilities is prohibited.
12. Freeboard in the 5-day upset pond and wet -weather storage pond shall not be less than 2 'feet at any
time.
WQ00.327.56 Version 1.0
Shell Version 070627 Page 7 of 12

13. A waste -level gauge, to monitor waste levels in the ,5-day upset pond and wet -weather storage pond,
shall be provided„ This gauge shall have readily visible permanent markings indicating the maximum
liquid level at the top of the temporary liquid storage volume, minimum liquid le), el at the bottom of
the temporary liquid. storage 'volume, and the lowest point on top of the dam elevauons. Caution must
be taken not to damage the integrity of th.e liner when installing the gauge.
14. A protective, vegetative cover shall be established and maintained on all earthen basin enibankments
(outside toe of embankment to maximum allowable temporary storage elevation on the inside of the
embankment). berms, pipe runs, erosion control areas, and surface 'water diversions. Trees, shrubs,
and other woody vegetation shall not be allowed to grow on the earthen basin dikes or embankments.
Earthen basin embankment areas shall be kept mowed or otherwise controlled and accessible,
15„ All wastewater shall be routed to the 5-day holding pond should the limit for -fecal cohform (daily
maximum concentration of 25 per 100 ml) or turbidity (instantaneous maximum of 10 NTU) be
exceeded, until such time that the problems associated with the treatment capability of the wastewater
treatment .plant have been corrected, The wastewater in the 5-day holding pond shall be pumped back
to the treatment plant for re -treatment or treated in the 5-day holding pond prior to discharge to the
storage pond.
16. Fresh water ma.y be introduced into the wet -weather storage pond as supplemental irrigation water
during the initial plant start up period, or during dry conditions as needed. However, no fresh water
Shall be introduced into the wet -weather storage pond if the pond is at a level of 501 full or more.
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any monitoring (including groundwater, surface water, soil or plant tissue analyses) deemed
necessary by the Division to ensure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
All laboratory: analyses for effluent, ground waters, or surface waters shall be made by a laboratory
certified. by the Division for the required 'parameter(s) under 15A NCAC 02H .0800.
3. Flow through the treatment facility shall be continuously monitored and daily flow values shall be
reported on Form NDMR,
The Perrnittee shall install and maintain an appropriate flow measurement device consistent with
approved engineering and scientific practices to ensure the accuracy and reliability of flow
measurernent. Flow measurement devices selected shall be capable of measuring flows with a
maximum deviation of less than 10 percent from true flow, accurately calibrated at a minimum of
once per year, and maintained to ensure that. the accuracy of the measurements is consistent Yvith the
accepted capability of that type of device,. The .Perrnittee shall keep records of flow measurement
device calibration on file for a .period of at least three years. At a minimum, data to be included in
this documentation shall be:
a. Date of flow measurement device calibration,
b. Name of person performing calibration, and
c. Percent from true flow.
4. The effluent from the subject facilities shall be monitored by the Perrnittee at the frequency( ) and
location for the parameters specified in Attachment A. Monitoring frequencies are dependent upon
flow capacity, and therefore are to be determined at such time when the permit is modified to allow
flow capacity
WQ0032756 Version 1.0
Shell Version 070627 Page 8 of 12

5. The Permittee tracking the amount of reclaimed water applied shall maintain adequate records., These
records .shall include, but are not necessarily limited to, the following information,
a, Date of reclaimed Water application,
b, Volume of reclaimed water applied,
c. Zone irrigated,
d. Length of tirne zone is irrigated,
e. Continuous ‘veekly, monthly, and year-to-date hydraulic icheslacre) loadings for each zone,
I Continuous monthly and year-to-date loadings for any non -hydraulic parameter specifica
limited by this permit, for each zone,
g. Weather conditions. and,
11. Maintenance of cover crops,.
5, Freeboard (i,e,, waste level to the lowest elevation. on the top of the embankment) in the 5-day upset
pond and ‘vet -weather storage pond shall be recorded weekly,
6, Three copies of al] monitoring data [as specified in Conditions IV,3. and IVA,] on Form 'NDMR, for
each. point prior to irrigation (PPI) and three copies of all operation arid disposal records [as specified
in Conditions IV.5. and FV.6.1 on Form NDAR-1 for every utilization area shall be submitted on or
before the last day of the following month. If no activities occurred during the monitoring month,
monitoring reports are still required documenting the absence of the activity. All information shall be
submitted to the following address.
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1.617
A record shall be maintained of all residuals removedfrom this facility, This record shall include the
name of the hauler, permit authorizing the disposal or a letter from a municipality agreeing to accept
the residuals, date the residuals were hauled, and volume of residuals removed,
8. A maintenance log shall be maintained at this facility including but not limited to the following items:
a. Visual observations of the plant and plant site.
b. Record of preventative maintenance (changing of filters, adjusting belt, tensions, alarm tesung,
diffuser inspections and cleanings, etc.).
c. Date of calibration of flow measurement device.
d. Date and results of power interruption testing on alternate power supply,
WQ0032756 Version 1 „O
Shell Version 070627 Page 9 of 12

9. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number (704)
66:3-1699, 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 „anyo the 'following:
a„ Any occurrence at the ‘vastewater treatment facility which results in the treatment of significant
amounts of wastes Nvhieli are abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester; the known passage of a slug of hazardous substance through the
facility: or any other unusual circumstances including ponding in the reclaimed utilization area or
runoff from the reclaimed utilization areas,
Am process unit failure, due to kriowi or uniulown reasons, that render the facilityincapable of
adequate wastewater treatment such as mechanical or electrical failures of pumps, aerators,
compressors, etc..
c. Any failure of disposal system resulting in a by-pass directly to receiving waters.
d. Any time that self -monitoring information indicates that the facility has gone out of compliance
with its permit limitations including, but not limited to, freeboard measurements, effluent
limitations, exceedances of groundwater standards, or overloadin,‘, ofany utilization area.
For any emergency that 'requires immediate reporting (e,g.., discharges to surface waters, imminent
failure of a storage structure, etc.) outside normal business hours must be reported to the Division's
Emergency Response personnel at telephone number [phone], (800) 85870368, or (919) 7337
3300. Persons reporting such occurrences by telephone shall also file a written report in letter 'form
within five (5) days following first 'knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
V. INSPECTIONS
l_Adequate inspection and maintenance shall be provided by the Permittee to ensure properoperation
of the subject facilities.
The Permittee or his designee shall inspect the wastewater treatment and disposal facilities to prevent
malfunctions and deterioration, operator errors and discharges which may cause or lead to the release
of wastes to the environment, a threat to human health, or a nuisance. The Peicuittee shall keep an
inspection log or summary including at least the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken by the Perrninee. This log of inspections shall
be maintained by the Permittee for a period of five years from the date of the inspection and shall be
made available upon request to the Division or other permitting authority.
3. Anv duly authorized officer, employee, or representative of the Division may,. upon presentation of
credentials, enter and inspect any property, premises or place on or related to the disposal site or
facilityat any reasonable time for the purpose of determining compliance with this pemiit: may
inspect or copy any records that must be maintained under the terms and conditions of this permit,
and may obtain samples of groundwater, surface water, or leachate„
VL GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C,
This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this peimit.„ the approved plans and specifications, and other supporting data.
WQ0031756 Version 1..0 Shell Version 070627 Page 1.0 of12.

3. This permit is effective only with respect to the nature and volume otwastes described in the
application and other supporting data. No variances to applicable rules governing the construction
and or operation of the permitted facilities are granted unless specifically requested and granted in
this permit.
4. The issuance of this permit does not exempt. the Permittee from complying with any and all statutes,
rules, regulations, or ordinances. which may be imposed by other government agencies (local, state,
and federal) that have jurisdiction., Of particular concern to the Division are applicable river buffer
rules in 15A. NCAC 02B .0200, erosion and sedimentation control requirements in 15A NCAC
Chapter 4 and under the Division's General Perrin 'NCCi010000, and any requirements pertaining to
wetlands 'under 15A NCAC 02B .0200 and 021-1 .0500..
5. In the event there is a desire for the facilities to change ownership, or there is a name change of the.
Permittee, a formal permitrequest must be submitted to the Division on official Division 'forms,
documentation fron-i the parties involved, and other supporting .materials as may be appropriate. The
approval of this request Wi I be considered on its merits and may or may not be approved. The
Permittee of record shall remain fully responsible for compliance until a perrnit is issued to the new
owner,
6. 7111e Permittee shallretain a set of approved plans and specifications for the life of the facilities
permitted herein.
7. The Permittee shall maintainthis permit until all permitted facilities herein are properly closed or
permitted under another permit issuedby the appropriate perrnitting authority,
S. The Permittee must pay the annual fee within 30 days after being billedby the Division, Failure to
pay the fee accordingly may cause the Division to initiate action to revoke this permit pursuant to
15A NCAC 02T .01.05(e).
Perissued this the 28th Day of April,. 2008
NORTH CA,OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority. of the 'Environmental Management Commission
Permit Number WQ0032756
WQ0032756 Version 1.0
Shell Version 070627 Page 11 of 12

Femut No, WQ0032 756
April 28, 2008
ENGINEER'S CERTIFICATION
Partial Fin al
I as a duly registered Professional Engineer in thir State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project,
Project Name Location and COWity
for the Permittee hereby state Iliac 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 ssithin substantial
compliance and intent of this nchnit, the approved plans and specifications, and other supporting
materials,
Signature Registration No,
Date
WQ0032756 Vata11116
Shell Version 070627 Pave 12 of 12

ATTA(7-IMENT A - LIMITATIONS AND MONITORING REQITtREMENTS
PPI 001 — WWTP Effluent
EFFLUENT CTIARACTERISTICS
)itrameter Description - PCS Code
Flow, in conduit or thru treatment plant - .50050
D. 5-Day (20 Deg, C) - 00310
Solids, Total Suspended - 00530
oliform, Fecal MF, M-Et' Broth,44.5C - 316-16 (gem -I -mean)
Nitrogen„Ammonia Total (as N) - 00610
Nitrogen, Nitrate Total (as N) - 00620
Nitrogen, 'Fotal (as N) - 00600
:Phosphorus, Total (as P) - 00665
'hkniue, Total Residual - 50060
Sohds, Total Dissolved - 70295
Chloride (as ( ) - 00940
Turbidity, FIC11 Turbidimeter - 00076
- 00400
.Monthly Average'
0
10
5
le
4
10
7..5
PD
ing/1
mg/1
mg/1
nig/1
Permit Number: \VQ0032756 Version:
EFFLUENT LIMITS MONITORING REQUIREMENTS
Weekly Average Daily Maximum'
1.5 .mg/1
mg/I
00ml
mg11
nig
mg11
nig/1
nn 1 .3 X \ Cornposite
mg./1 .3 X Year(' Composite
ntti Continuous. Coin nn iq
Nleasuroment Sample
Frequency 'Fype
Continuous Recorder
TBDI Composite
TBDr Composite
FBI)
TBD''
'n3Di
'fBlf
TBDI
TRW
Grab
Composite
oinpusoe
Composite
Composite'
TBDf
'Monthly averages for all but fecal coliform shall be the arithmetic mean of all szunples collected during the reporting period,
Monthly average. for fecal coliforin shall he the geometric mean of all samples collected during the reporting period..
1...)aily maximum shall be the maximum value of all samples collected during the reporting period,
d 3 X year sampling shall he conducted during March, July and Noveinber,
'1"he effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
Measurement frequency will be based on flow, and therefore is To Be Determined (TBD) at such time when the permit is modified to allow flow capacity.
Grab
Grab
WQ0032"756 Version 1.0
Attachment A
Page 1

ATE OF NORTH CAROLINA
COUNTY OF Union Permit No, V\-Q00
of
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this
c
Z00% , by and between the North Carolina Environmental
day
Management Commission, an agency of the State of North Carolina,. hereinafter known as the COMMISSION;
(-\
and ,...17-7LieHe., , 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 lying in Union County, upon which it is erecting and
will erect dwelling units and other improvements, said development to be known
as The Woods (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 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 The Woods Property Owner's Association (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:
I 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 perrnit provisions and law.
2. The DEVELOPER shalt 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.
FORM: DEV 06-07 Page 1 of 2

The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibi
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for 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 common element, which will receive the highest priority for
expenditures by 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 shall 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 maintenance funds 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 its 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 numbered 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 filed 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 A `c es of Incorporation of
the Association.
FORM: DEV 06M7 Pae 2 of 2

IN WITNESS'WHEREOF,
representative of the parties
'OR "HE I P. Ni
,vIAN G ENT
oleen H. Sullins. Director
Division of Water Quality
(Da
lus agreement vas executed irr duplicate originals by the duly authorized
aereta on the day and year written as indicated by each of the parties named beito,
AL
ON
EB Development, LLB"
Name of DEVELOPER
(S attire)
FORM: DEN 0 07Page of

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section Express Review Program Request Form
IRE C LET/K() FORM SRAL OE ELECTRONICALLY MAILED TO:
tau.expressreviewantataiLnet
REQUESTS FOR THE LAND APPLICATION EXPRESS REVIEW PROGRAM ARE ACCEPTED Ef,,,ECTRONICALLY ONLY
WHEN PROMPTED BY THE P ' 8 PAorEctiov f2iv tgra6:.
RE vizeRtx;844f F )RjyTHIS IJf
c1.11
I. GENERAL INFORMATION:
I.,. Applicant's name (See Instruction A):113, Deviopment, LLC
Applicant wpe EJ Individual 23 Corporation General Partnership
rj
Municipal
Federal El State
Signature authority's name: Philip Walton (Ns .15A NcAC 2-r ,o roo
Appkcant's mailing address: 13850 Bailautyne Corporate Placc„Suite I 5,0
City; Charlotte State. N„c3„ Zip: 282,77-_,
Telephone, number. (704) 9„27-,5200 Fax number: (704) 9,27-5:298 Email Address: pH p iftep a ou nupjij1js,coiT
2, Facility nam (name l the subdivision, shopping center, etc..): The Woods:, of Weddingtort
kicility's physical address; 5.34 Weddington Road_LNCL0
WV 84 )
C Wecisiingt9n. State; NC: Zip: 281.04- County: Union
Wastewater Treatment Facility: Latitude: 3,5 00'33" Longitude: -8044" 23" USGS Map Name: Wedditrtpn
3„ Consulting Engineer's name; Mary F., Peacce„ License. Number: Firni Mcl<10.1 QINe(1,
Engineer's mailing address: 1730 'Varsity Drive„„Suite_500
City: Raleigh State: '1\1C Zip; 27(06-
1 elephone number: (219) 23378091, Fax number: [phone], Email Address: tvearee@mckirriereed,c, 111
4, Consulting Soil Scientist's name: Mark Allen License Number:122,7Firm: Soil & Lrivironinental CousulUtrwi
Soil Scientist's ai0ng address:11010 Raven Ridge Road
City: Ralei.gh State: NC, Zip: 2761124-_____
Telephone number: (91 9) 846-5900 ktx. number: (919) 846.946'..7 Email Address: mallangsallec,com
Consulting Geologist's name: EricLappaltt License Number 26990 Firm: Eagle „Resources
1: Privately Owned Public Utility
[7] („ounty
title:IvIerriberiManaa.cr
Geologist's mailing, address; 4(105 Lake SoLiw Court
City: Ralcioh State: NC Zip; 2761.3-
Fe lephone number: (919D 145-1013 Fax number: (919) 45'3-0958 Email Address: elappalc„,q',etteeresourcelcopit
0. Consulting Agronomist's name: Wrb Rubin Firm McKim & eed.
Agronomist's mailing .iddress. 1730 Varsit,, Drive„Sinte .500
City. Raleigh State: NC 37606.
Telephone number: (919) 231-809, I„ Fax number: (9 I 9)113-8031 Email Address;
brubin(u) ckimereed,com
FORM: APSERPR, 12-07 1 of ,1

INFORMATION:
t is; New
statt.ts: ©ls
This prof,
e
ation
'Pe
isting Permit No.: AVQ00
system approved under 1.5A NCAC 211 .0200"' 0 Yes or ©Ncr
ility currently in compliance with the permit'? [] Yes or 0 No,
tr-cotttpliance:
blic funds and/or Z private funds; public lands and%or El private lands,
[J SF°R Wastewater Irrigatie
�Other Non-Dischar
ii. Volume ot`waatstewatter f ewsv fie
ii. Nature of wastewater: tiro'
Permit Type
Non -Discharge Major
Residuals Management (Section .l.
P Iicarticarr 'TFYPe.
ation
0 Distribution &Marketing (503i
t`lreck ,all that apply:
✓ [� increase ! L Le
generating facility(ie
n ,0i500)
© Conjuuctiv
ed Water (Sec:tion .0900)
Non -Conjunctive Reclaimed i\1ater (Section .090(
.0700) Reclaimed Water F)istriharti
0 Closed -Loop Recycle (Seed . .i
10(1,0U gallons per day
Industrial 0 Mumrlcipar
Section
)00 Gs01)) 0 Non•Discharne Minor( 10,000 (1I'1>1
✓
✓
Per_..
LI Non_Disa:har
j A dd !
and applic
program.
a
❑ Land Mplie:atiora (i413
Distribution &Mar'ket'
permitted annual dry tonnage for e.xistir
esiduals kind application program,
ing facility(ies) to/from those eel -City
,ith land applic
Delete land application site(s) to/from those cert
5. Fee required: $,615,00 (see hate lr > air 1:y) = tt4, l aas ly ,,Ms )v(t.:
6, Project includes any stream or wetland impacts;': 0 Yes or No,
1, arnd.ertresiron
If Yes, provide date when Nati{at
submitted for approval: Subrnitt
=ide 12 or 404 p
is ..�.. .. & Approved:
7. Pro{ect disturbs mere than one acre?: Z Yes or U No,
If Yes, provide date when an erosion and sedimentation control
Resources or local delegated program: Submitted:lmt'�2eL It
8, Please provide a brief description specifying the orlt in caf the vv
municipality, shopping center, industry, apartments, condoaraini
040I co.
uals land application
p
rt was submitted to the Division of Land
PProvcd Est 4149108,
ww ter'residual (school, subdivi;sir rr, hers
, le ): New subdivision
FORM, AP,SFRP.R 12-07
e7 ,of 3

W. PROJECT INFORMATION:
Detailed project description: Q.1-MGD non -conjunctive MBR WWTP, serving a 275-ac subdivision (-20(J,1-ac
lots). Disposal of effluent will be solely via irrigation on residential lawns in accordance with the beneficial
reuse criteria outlined in Rule 15A NCAC 2T,0901 and all applicable setback i1.3quireinents per Rule I 5A
NCAC 2T.0.912„
Do the .facilities to be permitted via the Express Review Program require any variance from 15A NCAC 2T or
I 5A NCAC 21, .0100? E] Yes or 10 No, If Yes, provide a short narrative:
3. Does this application involvethe permitting of fields/sites already permitted in another permYes or No
4. Are you are of any public concerns with the proposed project?: D Yes or No. If Yes, provide a short
narrative:
5. Do any sites involved with he wastewater treatment facility have or have had groundwater standard
exceedances? El Yes or E No,. If Yes, please describe:
6. Does this project utilize a groundwater lowering drainage system?EJ Yes or El No,
If Yes, please answer the following questions:
What is the groundwater lowering drainage system's discharge rate? gallons per day
b. Where does the groundwater lowering drainage system discharge to?
c. What is the name and classification of the nearest waterbody to the groundwater lowering drainage system
discharge point? Ifthe receiving waterbody is classified NSW, SA, SC or is listed as an
impairedwater body on the 303(d) list, explain how surface water impacts from ground -water discharges
will be prevented,
d. Are there any wetlands present in the vicinity, of the groundwater lowering drainage system? Li Yes or D
No. If Ycs, provide date when Applicantobtained written confirmation from the Regional Office Surface
Water Protection Section that operation of the groundwater lowering, drainage systein will not adversely
affect any kVetlands Submitted: & Received:
Provide the watershed classification for each relevant water body downstream of the wastewater treatment and
disposal sites:
Waterbody: Mund,s Run & Classification:C
Waterbody: & Classification:
Waterbody: & Ciassification:
Applicant's Certification (signing authority must be in compliance 6tli I5A NCAC 2.1' .0106(b)):
I, Philip Walton (signing authority's name) MemberiManager (title) attest that this express review request has been
reviewed by me and is accurate and complete to the best °flirty knowledge. I understand that any incorrect,
incomplete., or misleading inforination presented above may lead to this project not being accepted into the express
review. program or dismissed from the program.
Note: In accordance with NC General Statutes 14.3-21.5.6A and 14.3-215.6.B, any person who knowingly makes any
false statement, representation, or certification in any application package 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.
FORM: APSFRPR 12-07
3 of 3