WQ0038970_Regional Office Historical File Pre 2018

Environmental
Quality
January 12, 2017
Eric M. Wood
DHG RP LLC
236 Raceway Drive, Suite 7
Mooresville, NC 28117
ROY COOPER
Governor
WILLIAM G. ROSS, JR.
Acting Secretary
Subject: Permit No. WQ0038970
DHG RP LLC
Huntley Glen Phase 2 Townhomes
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Wood:
In -accordance with your application received January 10, 2017, we are forwarding herewith Permit No.
WQ0038970 dated January 12, 2017, to DHG RP LLC (Permittee) for the construction and operation upon
certification 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the date of issuance until rescinded and shall be subject to the conditions and limitations as specified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 the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee 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.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
5`�`Nothing Compares .
State of North Carolina I Environmental Quality
610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
cz_ by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Hy V. Nguyen, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

+sl
Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION 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
DHG RP LLC
Mecklenburg County
for the construction and operation of approximately 1,989 linear feet of 8-inch gravity sewer to serve the
Huntley Glen Phase 2- Townhomes project, and the discharge of 11,020 gallons per day of collected
domestic wastewater into the Charlotte Water existing sewerage system, pursuant to .the application
received January 10, 2017 , and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conations contained therein.
—by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038970
Permit Issued: January 12, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
DHG RP LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below,
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 11,020 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. (15A NCAC 02T.0304(b)]
This permit shall become voidable unless the agreement between DHG RP LLC and Charlotte Water
for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)]
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. [15A NCAC 02T.0115]
II. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. (15A NCAC 02T.0104; G.S 143-215.1(d3]]
2. 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's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
4

the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1L2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 027.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at al! 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: [15A NCAC 02T .0108(b)]:
a. The sewer system.shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c.. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le. 365
days.peryear). Pump stations that are connected to a telemetry system shall be inspected at
least once per week. _
..e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at feast once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
5

Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora minimum of three
years with exception of the map, which shall be maintained for the life of the system.
The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24,
following the occurrence or first knowledge of the occurrence of either of the following:
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
Any SSO and/or spill over 1,000 gallons; or
Any 55© and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five 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. Part Il of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
6. 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. [15A NCAC 02T.0108(b)]
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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
6

I
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations' including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
•
c. Changes to the project that.do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 027.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. 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 asthe construction of additional or replacement facilities.
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S.l43-
�
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
DHG RP LLC
WQ0038970
Huntley Glen Phase 2 Townhomes
January 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. it
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable•standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (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 w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Reaional Office) 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

pir
E OF NORTH CAROLINA
OUNTY OF , MECKLENBURG
Permit No. 1/11/(0D.5 S'770
OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this 4R 7 day of
ii -e/' , 7M 'e d2i9/ I , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
DHG CLT LAND, LLC , a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNES SETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as HUNTLEY GLEN TOWNHOMES
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the Iands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said Iands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursnont to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the 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 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 ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION 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.
FORM: HOA 01-15 Page I of2

'he ASSOCIATI .)N' shad l provide in the Declaration and Association Bylaws that the 1)ispers rl 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 fund a.11ocaicd for the
facility and shall be part of the yearly budget.
In the event the common expense allocation and separate hinds) 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 he no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, cor, nty, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to eause 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 Developm.ent's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfar°.e 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 ASSOC'IKI"ION 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.
7. The ASSOCIATION shall not transfer, rey., assign or otherwise relinquish or release its responsibility,
for the operation and maintenance of i
ASSOCIATION's successor.
Disposal System until a permit has been reissued to the
he agreements set forth in numbered paragraphs 1., 2, 3, 4, 5, 6, and 7 above shall be crrnditioiis of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, rnainten.ance, repair and
operation of the osal System..
A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where th.e Declaration
is filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of
the Association.
1N WETNESS WHEREOF, this agreement was executed in cluplieate 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 IIIE ENVIRONMEN"FAL
MAN CEMENT "+t)MMISSION
ay ircerrnan, Acting Director
Division of Water Resources
k
a
FORM: I1C)A 01-15
Name of ASSOCIATION
Page 2 of 2

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W0003%'9 7 0(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: DHG RP LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal D State/County ❑ Municipal ❑ Other
3. Signature authority's name: Eric M .Wood per 15A NCAC 02T.0106(b)
Title: Manager
4. Applicant's mailing address: 236 Raceway Drive, Suite 7
City: Mooresville State: NC Zip: 28117-
5. Applicant's contact information:
Phone number: [phone] Email Address: erict hinckleygauvin.com / ewoodsAnesthomes.com
II. PROJECT INFORMATION:
1. Project name: Huntley Glen Phase 2 Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.069252° Longitude: -80.895553°
5. Parcel ID (if applicable): 22I-10-I01
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Hy V. Nguyen License Number: 030523
Firm: DPR Associates, Inc.
Mailing address: 420 Hawthrone Lane
City: Charlotte State: NC Zip: 28204-
Phone number: (7A 332-12Q4 Email Address: hnguyenadpeassociates.net
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5

VT. GENERAL REQUIREMENTS
1. ifthe Applicant is a Privately -Owned Public Utility, has a Certificate of Public C.onvertiettce and Necessity been attached?
❑ Yes DNo N.
If the Applicant is a Develolots tca be sold, has a 1 e4e,tj er's Operational Agreement (FORM: DE`d been attached?
© Yes No A
S.
pp Home/ p IT i has an Q�aer tit t7a,i teemcnt,(FORitt11t been attached? I thc. A l''�r�ant is a I°lonte�'Pro erty� Owners' Association, h
® Yes [No
4. Origin of wastewater: (citecic all
Residential Owned
© Residential Leased.
O School ,, preschool / day care
0 Food and drink facilities
• Businesses / offices / factor]t
Natu
PP
• Retail (stores, centers, malls)
© Retail with food preparation/seance
O Medical / dental / veterinary facilities
© Church
Nursing 1-tome
of wastewater : 100 % Domestic/Commercial % Commercial.
© Car Wash
[� Hotel andlor Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
Q Other (Explain in Attachment)
% industrial (See 15' NCn CO2i' _01:0:3(20))
�Is there a Pretreatment Program in effect? © Yes ❑ N
6. Has a flow reduction been approved under ISA NCAC 023T .011.4(f)? Yes No
If yes, provide acopy of flow reduction approval letter
7. Summarize wastewater generated by project:
hntent Type
02T.01114(f)) Daily Design Flow
No. of Units Flow
Residential '1'ownhomes 190 gal/day
gals'
al/
58 11,020 GPI)
aP
GPD
gala'`
gal/
GPD
GPD
GPD
11,020 GPD
a See 15'\ NC.AC 02 " .0 14(b), (d) se)(l') and ( )( )for caveats to wastewater design flow rate (,i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals. as defined
in G0S.4,2A-4).
b Per 1.SA NCAC 02 T .0114(c), design tlow rates for establishments not identified. [in table 15A NCAC 02'1".01 i41 shall be
determined using available flow data, water using: fixtures, occupancy or operation patterns, and other measured data,
Wastewater generated by project: 1_020 GPD (per 15A ryCxAC 02T ,0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
L] Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
© Other (Explain):
FORM: PTA 04-16
Page 2 of 5

G.RAVITY,,SfW
1. Summarize gravity sewer to be permitted;
Sir
GN C`'RITERIA (If Applicable) - 02T .0305 MI)C'' (Gravity Sewers):
Length (feet)
l„919 IT
Material
PVC
Section 1l c . 1tl of tlae '\1DC for Perrrtittirtg of Gravity tains intornration related to design criteria
Section 1l1 contains information related to minimum slopes for gravity sewer(;)
Oversizing fines to meet uairaimum slope requirement is not allowed and a violation of the .MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) --02T .0305 & MDC (Pump Stations(Force Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump ,station ntmrtaber or name:
?, Appro'S.imate f'caordinates (Decimal Dcgrees): Latitude:
Design flow of the pump station;
Longitude, -
ons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at
5. Summarize the force rnaiat •to be permitted
6, Power reliability'
0 Standby power source or puns
s Pump Station
Length (feet)
r'!.NCAC 02..1_,.,(1305(h
ation and
eren
feet total dynamic head (TT)H)
15A NCAC. 02T .0305(h)(1)(1-t 1.
Required tier all pump stations with an average daily [low° greater than or equal to 15,000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation quick -connection receptacle and. telemetry 4 15A NCAC 02T
.0305(h)(1)(C1)
or
❑ Portable pumping unit
ug`w,ed entergertcy pump connection and telemetry . 15A NCAC 02,1...0305(h)(l)(C):
i• It shall be demonstrated to the Division that, the portable source is owned or contracted by the applicant (draft agreement)
and is compatible -witlt the station.
If the portable power source or pump is dedicated to multiple pump stab[ n ;, an evaluation of all the pump stations storage
capacities and the rotation schedule of the portable power source or pump, including travel tiinaeframes, shall be provided
in the case rota multiple station power outage.
FORM: l^TA 04-i

f SETBACKS & S PARATIONS — (021B .0200 & 1SA NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15.A„N 4C112 1 ()„ 03 1),. , (g)
17A NCAC 02"1.030 (f) contains tcrirtatrrurrt separations that shall be provided for se
*An
C lass
'arartteter
and other ittifities not listed below (vertical;)
ertical-water over sever including in benched. tren
i:zontal)
ed water lines (vet
ed water lines
reclairr2ed over
private or public water supply sour(
1 impounded reservoirs used as a sout°ce
luding any wd
fdrinkintig vva
silted WS (except'WS-i or WS-V), B. SA, ORW, IIQW, or SB frront normal
vater (err tide elevation) and wetlands (see item IX.2)
other stream, lake, impotr'ndment, or ground water lowering and surface drainage
s
Any building fc
Any basement
epe of embankment tar cuts of 2 feet or air
Drainage sy ,tett s and interceptor drains
Any swimrntng pools
grade (vertical)
t ° t .0) a5(g;i contzrirts alto rnat'ives where .separation.
classiticafions can be identilred using flti. Division's NC' Stir)
incompliance vvifh i) t 0303j), t:ar ' see Section X of this applied
roject comply with separation requireiands? (50 feet ofseparation)
Division's draft separation requirements for situations where separation cannot be n
No variatrtc.e i required if the alternative deli xn criteria specified is utilized in design and construction
,\s built documents should reference the location ofareas effected
trs:
ion Rec
24 inches
1.8 inches
10 feet
36 inches
d.
comply with setbacks 7ound in the river basin .titles per 15A NCAC 021„3.02M
ncltrde l rout Buffered Streams per I5 NCAC
4. Does the project reclttire
individual permits or 40
Infort
s pr
uthori ation under a 404 Nationwide or
alit Certitication.s?
t be obtained front the 401 &,,(3uffc r. r ¢rrtt¢,atg Branc h
omply vvrtlr ( ,1'v(A( 0 w1 010 00) (additional permitslcertih
E Yes
Yes
No
Yes No
Per NC\C lj?;1,010.5(c,)(0). directly. related envnonmental permits or certification applications are being prepare(
been applied itrr, car have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosi
sedimentation control 1�lans, stornrwater~ management plans, etc.),
Does this project include any sewer collection lines that are deemed .high -priority`'„
Per 3, N,,AC 02 i 04tt2 .`high -priority sewer" mean: "any aerir 1 sewer, sewer contacting surface vv°it
positioned parallel to streambanks that is subjectto erosion that undermines or deteriorates the sewer,
LI Yes ®No Z NIA
Il'yes, include, an attachment with details for each line, including type (aeriatl line, size, material, ant
No
w'A
N/A
and
siphon or sewer
High priority Iines shall be inspected by the pe. nittee or its representoti%e at least once ev°ery. si -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the peerrmitee's individual System -Wide Collection permit.
Ft- RIVI: ETA 04-16
Page 4 of 5

CF RTI`ICATIONS:
DaeIPI
s the submitted system comply
and ,,.Force Mains (latest er ionl, an
he
ANC. AC1
�No
n Design
Pe.
ign Criteria. t later) r et ifs as applica
Ilrll `isms o
k7
1 t Nt. complete and submit the Variance(Altencative Design Request application (VA DC 10- 1.4) and supporting documents for
review. Approval of the request is required prior to suhmittaI of the Fast Track Application and supnoriing documents.
Professional Engineer's Certification:
attest that this application for
(Profcssitrnal fwngineers name t14ont Application Item
has been reviewed by me and is accurate, complete and consist ent'sitlt t e informasupplied in the plans speedications,
engineering calculations, and all other supporting documentation to the best of my krrot ledge. f further attest that tag the best:
of ally knowledge the iproposed design has been prepared in accordance with the applicable regulations. Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the IMinimum Design Criteria for the .Fast-`1 rack Permittir
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my sigtaattare and seal signifies that I have reviewed this material and
have judged it to he consistent wvith the proposed design.
NOTE — In accordance
statement, representat.iorr, or -et
include a tine not to exceet
145-215 M and 143-21. i.6B, any person rs=Itca knowingly mak
application pack<a4Pc shall be ,guitty of a I. 2 misdemeanor;
i1 penalties up to S'?5,000 per vriolation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T ,0106(b):
e frosts Application Item 13.)
.,
>' f C �,i 4// f ..
Ssjd
E AL
0523
pi catnot for
has been revievscd b,y, nac and is accurate and complete t.o the best of my knowledge. I understand. that Wall rectified paarts of
this application are neat completed and that it' all required supporting d'c cumerrta.tion and 'rtt.aeh_mnerats are not included. this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater front this nttn-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil] penalties,
active relief, andtor criminal prosecution. I W i I I make no claim against the Division of Water Resources should a condition
is permit be violated, I also understand that if all required parts of this application package are not completed and that if
equired supporting information and attachments are not incltacled, this application package wv<ill be returned to me as
NOTE In accordance with General Statutes I s Ii)t rand 143 215,613, any person who knowingly makes any false
statement, representation, or certification in any applicttion package shall be guilty of a Class 2 ntisdemea.nor, which may
include a fine not to exceed S10,000 as we'fl as civil penalties up to S25,Cf0d per violation.
Date:
FORM: I I A 04-16

DPR Associate, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
January 6, 2017
Permit Reviewer
NCDENR — Division of Water Resources
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Huntley Glen Phase 2 - Townhomes
Fast Track Application Project Narrative
Dear Permit Reviewer:
Enclosed are the required materials for permitting the proposed sanitary sewer system to
serve the proposed Huntley Glen Phase 2-Townhomes development located in the Town of
Pineville, Mecklenburg County. The proposed Huntley Glen at Regent Park subdivision
consists of 172 single family homes and 58 townhome units. The previously approved pump
station (2014) is designed to serve these 230 units (single family homes & townhomes) as
shown on the Pump Station Drainage Area Map (Sheet 2 of 10) of the included plan. Per
Charlotte Water (formerly Charlotte -Mecklenburg Utilities), a flow of 250 gallons per day was
assigned to each residential housing unit. Based on this flow, the previously approved pump
station was designed for an average daily flow of 57,500 gallons per day. The proposed 8"
sanitary sewer system will discharge to an existing 8" gravity sewer line on Parkview Drive
operated by Charlotte Water. The proposed flow from previously approved Huntley Glen at
Regent Park Pump Station will be treated by the McAlpine Creek WWTF, Permit
#NC0024970.
Please contact me if you require any additional information or have any questions.
Sincerely,
DPR Associate, Inc.
Hy V. Nguyen, PE
Vice President of Engineering
04'� s1 °o�y.17
sa SEAL �°
030523 1
',IN�G
, U \\����`��,�.
01-16-2017

CHARLOTTE
W
January 6, 2017
Mr. Dean Cockinos
DPR Associates, Inc.
420 Hawthorne Ln
Charlotte, NC 28204
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
HUNTLEY GLEN PHASE 2 TOWNHOMES
GRACE VIEW DRIVE, PINEVILLE NC
CLTWATER TRACKING# 20161405
After analysis of the sanitary sewer associated with the proposed project, it was determined that
there is sufficient capacity to accommodate the proposed sewer flow of 11,020 gallons per day (58
townhome units x 190 gpdiunit) from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is
based upon the existing capacity of the designated publicly owned treatments works. Please see
attached NC DEQ FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater s stem is accepted on a first come first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct permits are not obtained construction has not started within
one 1 ear of issuance of this flow acce tance and a meat for an service connections have not
been received within (1) year of issuance of this flow acceptance letter, this flow acceptance
val sP7alt be rescinded and a new fiaavcce farce re nest must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City or Charlotte

Divls#ota of Water Resource:,
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: DPR Associates, Inc.
Project Name for which flow is being requested: Huntley Glen PH 2 Townhomes
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
13.507
70.717
0.011
84.235
85.1-6
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily FIow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Huntley Glen 0.545
0.218 0.00 0.044 0.044 0.174
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not Iess than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Huntley Glen at Regent Park
Downstream Permit Number: 414 - 587
Page 1 of 6
FTSE 04-16

VCertificatioil Statement:
I Carl Wilson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items Listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this orm indicates acceptance of this wastewater flow.
Signing Of c a1 jSignature
Date
Page 2 of 6
FTSE 04-16

w
w}
nm
a
w
ce
CI RRLO fE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
CAPACITY ASSURANCE REVIEW APPLICATION
(FLOW ACCEPTANCE & WILLINGNESS TO SERVE)
All requests require a drawing indicating proposed water/sewer connection points
Hy
First Name
Charlotte
Hguyen
Last Name
420 Hawthorne Lane
Address
NC
State
V
MI
Huntley Glen Phase 2 To°inhorTles
Charlotte
DPR Associates, Inc.
Company (if applicable)
28204
7in
Project Name
Site Address
NC
State
Zip
704-332-1204
PttQne
221-10-101
Tax Parcel Number
Complete the following:
1, Project is: )new: LI modification
2. Type of development? (15A NCAC 021` 0114 Wastewater Design Flow Ratest;j
a Residential, apartment units
b. Residential, townhome/condomonfum 58 units
c. Amenity Center (sf)/Pool (people) persons
d. Residential, single-family lots
lots
Q
e. Restaurant
f, RetaiI/Retao
g Office
h, Warehouse
Hotel
1. School
Public Roads?
od prep
L]YUN
seats
sf
#emp/shift
-m,_#loading bays
rooms
students
i. Cafeteria J Y ❑ N
Gym/Locker rooms Y ' N
k.. Other (provide flow calculations)
3. Will this project have a pool? J Y' • N
'1f yes, pool nrust have a flinch drain line
4. Will this project have a private sewer lift station?
UYUN
5. Total wastewater flow requested (avenge dairyirow in gpd,
show Calsllatiisn s)
58 units x 190 gpd = 11,020 gpd
6. Commercial only: Peak wastewater flow requested
j,cw;.k hourly now ir'r gph, showcaicuiaztronsi
7. Avg. Daily Water Demand: 68 Bats x 360 qpd 20,880 gpd
8, Peak Water Demand (GPM): 1.4.5 qpm_
9. Wt you be submitting this project to NCDENR for
sewer permitting? ■Y N
10, Does this project include a 2-ine:h or Ranger private water
line providing service to multiple buildings?
• YCI N
C-MUD Tracking #:
Does the flow transmit through a CMUD lift station? Cl Y © N If yes, which station?
WWTF: McAlpine / McDowell / Irwin / Sugar / Mallard / Rocky River Flow amount (gpd):
Basin:
Map #:
Mail. deliver or, fax this application tq:
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Installation & Development Services
700 North Tryon Street
Charlotte, NC 28202
e-mail: [e-mail]
Fax: [phone]

USCG TOPOGRAPHIC MAP FORT MILL., S
FORT MILL QUADRANGLE 2014
SOUTH CAROLINA NORTH CAROLINA
- MINUTE SERIES
dscape architecture
civil, engineering
planning
DPR Associates, c120 Hawthorne Lane • Charlotte, NC 25204
phone [phone] • fax 704, 332. 1210 . www.dprass+xiates net
HUNTLEY GLEN
PHASE 2 TOWNHOMES
PINEVILLE, MECKLENBURG COUNTY,
NORTH CAROLINA
F DR
DHG CLT LAND, LLC
NC
Scale: 1 "= 200'
Date: 01(06/2017
Job#: 13016
By: CFC
Dwg. No:
BD-1

Z
n
cn
CARDINAL
WOODS
SUBDIVISION
STREET / VICINITY MAP
HUNTLEY GLEN
PHASE 2 TOWNHOMES
landscape architecture
civil engineering
planning
DPR Associates, Inc.. 420 Hawthorne Lane . Charlotte, NC 28204
phone [phone] • fax [phone] • www.dprassodates.net
HUNTLEY GLEN
PHASE 2 TOWNHOMES
PINEVILLE, MECKLENBURG COUNTY,
NORTH CAROLINA
FOR
DHG CLT LAND, LLC
Scale: N.T.S.
Date: 01/06/2017
Job #: 13016
By: CFC
Dwg. No:
BD-2
Y:12013 ProJects\136185PH2 THUD OCUMENTSIFORMS NCDENR FAST TRACK APPUCATION113O18 - STREET -VICINITY MAPAwg

LC} UATO
66,4AC DRAINAGE AREA
,PROP_ PUMP STATION
UTU E
A§E
v ,rA,tm. Se sX V4HE 1.w OM
PROP,,
FM TIE II�w;
±3,500 LE FRO a=y
ROJIE�T E,NTRANE`�
V11 LIAC4 H. EARL HEART
D.Q.6268-184
TAX PARCEL 22110102
VACANT
RA PHYSICALLY SIZED TO DE UPGRADED
ACCEPT FLOW PROPOSED SY TH4S
AAftCE>r SW TA? F1TTC?RRE.
SCALE . 1' = 15P
NARY ARRMAAALAT'OWS MS WIRit WILVALLAOA'T AMPLAR#C IARATCYSRNARRYMAR F%E'f
XThiRtR RRRAR'RR'AL.AY TAR RRRIVIM AAAELARAI R AMICARRA CW Ti* ALAMIA RI AS INNIALUM
AT `SARARAS SLOW..
ARMUIRC"lN'M ROAr RORi WATSRMIRAL
R} 3T ORAV RAP A[{ L:AVOLSAPOOL ^*MA iYM3 +r AOR naTxVARIAA ARAMAY
SR YER LAMA IF RAARAR LAWN RECSAAOROAAAERRATRRT
RirMIA LSIROIRORRR AGEiR SAARERARR AWRRAMYCARARARR:IA
Re WARM PLR WMRRRIAiA AAAAALLRMASRMIRSRRR AANC
wiAM RRLy1NARAR►IPA ON ARAVirAIRI A.AMEAATALLELIO SO EA#.IlR LRMk fiA"VORVAL
MAROON W SAPRA MERATRRIRRR
4,0A ATRRLAG AIA WPM YY IL RAIRARIMRIM ARNON IAAIMARAS AR A, MARROW ARMARU
UREARRRPRZIWOR`OLAIARRMIR5AIIK ACTRAWRIRFWARIARRIA IASEARAPAR**RR
AR7RRRTAAI,A
ALL WARM WARS AXRMRIKR4*** ARAARA, IAATALLSO ORiR ROAD ORROAURA 'MAO*
`PSA4 SE RAA RR* ROIONIVAA,ATASA
AtI.ARMIRM RAR MORNORROIR IAWA, SE AttUALMOAIRdAiOLIO UNRRA u RA. MAMA
AVM SR WAS OR SI WPM AWRAATAAAA
CHARLOTTE—MECKLENBURG
UTILITIES
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLIN,A
HUNTLEY GLEN at REGENT PARK
PUMP STATION xi nd FORCE MAIN
PUMP STATION
DRAINAGE AREA MAP

ate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 13, 1995
Barry M. Gullet, P.E., Deputy Director
Charlotte -Mecklenburg Utility Department
5100 Brookshire Boulevard.
Charlotte, North Carolina 28216
RE: Charlotte- ;Mec lenburg Utility Department
Reduction in Wastewater Flows
Mecklenburg County
Dear Mr. Gullet:
On. July 20,1994, the Division received your wastewater flow reduction request and support
documentation concerning wastewater flows associated with the entire Charlotte -Mecklenburg Utility
ent service area. Your letter requested the Division allow the reduction of wastewater flows from
2 t GPD per dwelling unit which was previously approved in accordance with North Carolina
Administrative Code, to 190 GPD per dwelling unit for single family residential areas and 135 GPD per
dwelling..unit.for multifamily residentialareas. _ In support of your request, documentation was provided
from the existing Irwin, Sugar, and McAlpine. Creek wastewater treatment plant service areas.
The documentation provided in support of the flow reduction request was compiled by Camp
Dresser & McKee starting in late 1990 and is currently ongoing. Data submitted to the Division was not in
strict accordance with 15A NCAC .0219(1)(3), however, in view of the submitted documentation,
adequate justification was provided in support of the wastewater flow reduction request. The work
completed by Camp Dresser & McKee consisted of tracking base wastewater flows, groundwater
infiltration, and rainfall -dependent infiltration/inflow for the Irwin, Sugar, and McAlpine Creek
wastewater treatment plant service areas. Data was collected from 106 flow monitors (both permanent and
temporary) and 14 rain gauges during November and December 1991 located along major sewer trtwkiines
within the study area Existing dry -weather flows were developed for each of the three (3) wastewater
treatment plant service areas which included groundwater infiltration The service area dry-w—ditheflow
estimates were further broken-down into thirteen (13) drainage basins. These revised dry -weather flog
estimates were compared to land -use based flow estimates developed using existing land data for 446
Origination and Destination (O&D) planning zones as provided by the City of Charlotte.'s Department of
Transportation. From this comparison the revised wastewater flows were develo,++ Although these
numbers went developed for Irwin, Sugar, and McAlpine Creek service areas, the results would also be
applicable to both the Mallard Creels and McDowell Creek wastewater treatment plant service areas.
In view of the information submitted, the Division of Environmental Management will allow the
use of 190 GPD per dwelling unit for single family residential areas . d 135 GPD per dwelling unit for
multi -family residential areas on all applicable non -discharge permit applications for fun= wastewater
sollection extensions which will be made tributary to all five (5) Charlotte -Mecklenburg Utility Department
wastewater treatment facilities. This consideration applies to any applicable future projects submitted to
this Division as well as any projects which are presently under review. Wastewater flows presently
tributary to the wastewater treatment facilities can be adjusted upon negotiations between the Charlotte -
Mecklenburg Utility Department and the Division's Mooresville Regional Office.
P.O. 8a�t 29
An Equal
2Telephone [phone] FAX 919-7 Z3.2496
y rr 50% recycled/ 10% pest -consumer paper

c
Febru
burg Utility Department
95
The Division does have concerns regarding the proposed sewage flow rates with �peet to
infiltration and inflow. Although the 190 GPD per dwelling unit for single family residennt l areas
135 GPD per dwelling unit for multi -family residential areas are justifiable flow rates, the Charlotte -
Mecklenburg Utility ent has in essence reduced the safety factor typically associated with
infiltration and inflow. flow rate established by the Division does allow for some infiltration and
inflow. The Division is of the opinion that proper wastewater collection system management is more
effectively and efficiently accomplished by the entity that is accountable for ensuring overall compliance
with all aspects of wastewater collection, treatment, and disposal requirements, In this view, we look
forward to continued progress by the Charlotte -Mecklenburg Utility Department to fully assume the
wastewater collection permitting program.
If you have any questions or comments regarding this matter, please contact fir. Michael D. Allen
at [phone].
cc: Mooresville: Regional ce, Water Quality
State Engineering Review Group

Mate of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Watershed Cia
•
cation Attachment (WSCAS 01-15)
These instructions are to be used when completing form WSCAS for sewer extension projects.
Identifying stream classifications that are affected by the project is necessary:
To determine/confirm the minimum separation distance of sewer system components from
classified waters as specified in 15A NCAC 2T .0305(f)
To determine/confirm any applicable river basin rules that may affect sewer system components
If any portion of the sewer extension comes within 100 feet of any surface water (waterbody) or
wetland a completed form is required. Determine the names of surface waters within 100 feet of the
project or along the project route and utilize either of the below options to determine stream
classification:
Finding Stream Classifications (flilap or
t)
A map with designated streams and their associated classifications can be obtained at:.
http://ncdenr.maps.arcgis.com/apes/webappviewer/index.html?id=6el25ad7'628f494694e2S9c8ttdd64265
Find/select the waterbody and record the river basin(s), stream index number and classifications
applicable to the project on the form
or
A listing of stream classifications based on river basin can be obtained at:
http: orta6.ncdenr.or web s csu/classifications (see left hand side of webpage)
• Select the river basin(s) (hydrological or alphabetically sorted) where your project is located
• Locate the name of the identified waterbody on the list for the selected basin
• For multiple listings of the same waterbody name in the report, select and verify the location
description. The term "source" in the description means the beginning of the waterbody segment
(most upstream point)
• Record the river basin(s), stream index number and classification applicable to the project on the
form
Submittal Instructions
Label any unnamed tributaries as "UT to stream name" as the waterbody name on form per 15A NCAC 02B
.0301(i). See page 2 for additional notes on unnamed streams.
Submit a color copy of a USGS Topographic Map to identify the project area and surface waters. Each map or
maps must show the location of the sewer system and include location identifiers where the system traverses
over or near waterbodies. The map should have location ID's for each different waterbody and corresponding
classifications should be recorded.
**Note that these instructions do not need to be submitted**

Note on Unnamed Strean! s (15A NCAC 02B.0301(0
Any stream which is not named in the schedule of stream classifications carries the same ciasificatiion
as that assigned to the stream segment to which it is tributary except:
•
•
•
unnamed streams specifically described in the schedule of classifications;
unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class
SA waters by approved dredging projects will be classified "SC" unless case -by -case
reclassification proceedings are conducted.
The following river basins have different policies for unnamed streams entering other states or for
specific areas of the basin:
ASSEE RIVER BASIN
Streams entering Georgia or Tennessee shall be classified
"C Tr'
I I LE TENN RIVER BASIN AND SAVANNAH RIVER
DRAINAGE AREA
RENCH BROAD RIVER BASIN
ATAUGA RIVER BASIN
BROAD RIVER BASIN
NEW RIVER BASIN
Streams entering Georgia or Tennessee shall be classified
"C Tr." Such streams in the Savannah River drainage area
entering South Carolina shall be classified "B Tr."
Streams entering Tennessee will be classified "B."
Streams entering the State of Tennessee are c
1Pcit
ed
Streams entering South Carolina are classified "C."
Streams entering the State of Tennessee are classified
dica
A RIVER BASIN
YADKIN-PEE DEE RIVER BASIN
LUMBER RIVER BASIN
ROANOKE RIVER BASIN
CHOWAN RIVER BASI
TAR-PAMLICO RIVER
PASCi.UOTANK RIVER BASIN
Streams entering South Carolina a
e class
ed "C.
Streams entering Virginia are classified ""C
and suc
streams entering South Carolina are classified "C."'
""
Streams entering South Carolina are classified "C Sw.
Streams entering Virginia are classified "C." Except that all
backwaters of John H. Kerr Reservoir and the North
Carolina portion of streams tributary thereto not
otherwise named or described shall carry the
classification "B,°' and all backwaters of Lake Gaston and
the North Carolina portion of streams tributary thereto
not otherwise named or described shall carry the
classification "C and B."
Streams entering Virginia are classified "C.'
All drainage canals not noted in the schedule are
classified "C Sw,''' except the main drainage canals to
Pamlico Sound and its bays which shall be classified "SC."
All drainage canals not noted in the schedule are
classified "C."
**Note that these instructions do not need to be submitted**

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
'shed Class ation Attach. Int (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and
waterbodies. Each map or maps must show the location of the sewer system and include location identifiers
where the system traverses over or near waterbodies. The map should have location ID's for each different
waterbody and corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained
from: http://por�taLncdenr.org/web/wq/hometro
Name of Waterbody1
Little Sugar Creek
River
Basin
CTB 34
Waterbody Waterbody
Index No. Classification
11-137-8 C
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins
l certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief
PE Seal, Signature and Date

BA R. VER BASIN
ie of Stream
Subbasin Stream Index Number Map Number Class
Link Creek
Linn Cove Branch
Linville River
Linville River
Linville River
Linville River
Lippard Cieek.
Lithia Branch (Boger BrJ
Little Peavergam Creek
Little Eeaverdam Creek
Little Buck Creek.
Little Camp Creek
Little Creek
Little Creek
Little Creek
Little Crooked Creek
Little Fork
Little Grasigy Creek
Little Gunpowder Creek
Little Gunpowder Creek
C0B33 11-119-1-3-1 114SE4 C
Cr831 11-38-34-2 C1IS12 8;Tr,OFW
=10 11-29-(1) C11SE1 C;Tr
CTB30 11-29-(4.5) 011SWG SsTr
CTB30 11-29-(16) D13.NW5 B;Tr,HOW
CTB30 11-29-(14) 811583 B;HQW
C1833 11-119-1-3 E14SE4
CTB35 11-129-6 E14NItil.. WS-IV
(11335 11-129-9-1-11) 8135E2 0
(.03i3.35 11-129-9-1-(2) E135E2 WE -IV
CrB3G 11-19-11 D105E7 WS-II,B;Tr,HQW
CT830 11-32-1-9-1 EllNWB C.
CTR32 11-101-(1) E34SE9 1S-1V
CTB32 11-101-(2) E145E9 WS-IV;Cli
C1935 11-129-8-3 1-13NW2 WS-II;HOW
c1833 11-12-5 ElOSW5
CT53I 11-35-2-12-6 211NE5 WS-III;Tr,ORW
C1830 11-29-2 C119E1 CORW
CrB32 11-55-2- (It 11125E3 C
CTB32 11-55-2-12) Ol3SW1 WS-11V
Little Hope Creek. c11334 11-132-8-3 Gl5NE4 C
Little Hoyle Creek CT1335 11-129-15-3 F141189 WS-IV
Little Indian Creek Cr1335 11-129-8-2 E13SW8 WS-II;HQW
Little Laurel Creek C1831 11-38-34-7 C11SE6 C;Tr,ORW
Little Long Creek C1E36 11-129-16-9 Fl4SW4 C
Little Lost Cove Creek CTB31 11-38-34-11-2 2I1SE7 C;rr,CPW
Little Mulberry Creek C3B31 11-38-32-17 331211E1 C
Little Mulberry Creek Cr8131 11-38-32-18 D12N1-
G C
Little Paw Creek (Danga Lake) 00334 11-125 G15N81 C
Little Port Creek. CT835 11-129-3-5-(1) E13SF5 C
Little Pott Creek OTB(S 11-129-3 5 (2) E13SE4 1-5-I0
Little River CTB35 11-129-2-5 E12NW9 WS-III;Tr,OBW
Little Silver Creek CTBil /1-34-7-(1) 5IINE3 C
Little Silver Creek C1531 11-34-7-(2) E11NE3 5S-1V
Little Sugar Creek CT134, 11-137-B F1,_-9 C
Little Toe River OrBSC 11-12-10 81081-3 C
Little Twelvemile Creek CrB38 11-138-2-3 HleN82 C
Lamle Wilson Creek (Burnt TiMber Branch) CT831 11-38-34-3 C11SE2 C;Tr,ORW
Louust Creek CO3i330 11-19-6 ElON83 WS-II,B;HOW
Locu8t Spring' Branch. (77:830 11-24-2 131INW8 CrTr
long Branch. C2B30 11-7-3 E09NE9 C;11r,HOW
Long Branch C1B30 11-10-7 E1ONW5 CiTr
Long Branch CTB30 11 19 510NE1 1-5-111,8;11r,HOW
Long Branch C1830 11-19-11-4. ClOSE7 WS-II,B;rr,HQW
long Branoh Cr830 11-24-14-9 D105E4 C;HQW
Long Branch CTR30 11-32-2-10 E1INW9 C
Long Branch CTE331 11-38-5-1-1 C125W2 C
Long Branch CT1)15 11-129-1-8 E12NWS CiORW
LongBranch CrB35 11-129-S-7-1 E14SW2 C
long Cove CrB34 11-132 G145E3 C
Long Creek. oTH32 11-76-5-1 E14NW5 WS-IV
Long Creek C1834 11-120-(0.5) Fl5SF1 C
Long Creek C5834 11-120-(2,5) 503SW3 WS-IV
Page 11 of 19
2013-1.2-19 10:59:32

550 E WESTINGHOUSE BLVD,
CHARLOTTE, NC 28273
704-527-1177 (v)
704-527-1133 (fax)
September 26, 2013
Mr. Johnathan McCall
Provident Development Group, Inc.
6707 Fairview Road, Suite B
Charlotte, North Carolina 28210
Subject:
Dear Mr, McCall:
No Permit Required Letter
Huntley' Glen Site
Pineville, North Carolina
CWS Project No. 2012-3070
The Huntley Glen projectsite is approximately I 0 I acres in extent and, is located at the intersection of
Dorman Road and the North Carolina State Eine in Pineville, North Carolina The site is bounded by
Little Sugar Creek to the north and the North Carolina / South Carolina state line to the southwest. The
attached tJSGS Site location Map shows the location of the property (Figure 1). Provident
'Development Group, Inc. has contracted Carolina Wetland Services, Inc, (CWS) to provide a review of
on-si.te jurisdictional waters and Section 404/401 permitting for this project.
Project History
In 2005 C WS delineated. on -site waters of the U.S. and provided Section 404/401 permitting services
on behalf of the previous property owner, Coniston Enterprises, LI,„„C. The site plan for the 2005
project called for extensive impacts to jurisdictional unimportant intermittent streams and to
,jurisdictional wetland areas. In early 2006 a U.S. Army Corps of Engineers (USACE) Nationwide
Permit (NWP) No. 39 (Action ID No. 2005-33123) and North Carolina Division of Water Quality
(NCDWQ) Water Quality Certificate (DWQ4 05-1779) were issued for this project. As there were less
than 150 linear feet of perennial stream impacts proposed no stream mitigation was required. Copies of
the 'NWP and WQC are attached..
Rased on a review of the property, the permitted stream impacts were completed in accordance with the
NWP and WQC issued for the project. However, the project was never completed due to the negative
economic conditions at the time. The permitted wetland impacts were not completed. The original
NWP and WQC have now both expired.
Review of Current Site Conditions
On December 21,2012, Carolina Wetland Services, Inc, (CWS) field -reviewed the property
for the presence of jurisdictional waters of the U.S., including wetlands. This investigation was
conducted according to methodologies described in the 1987 Corps of Engineers Delineation Manual,
as well as, recent guidance from the U.S. Army Corps of Engineers (USACE).
Based Oli the results of this field investigation, there are jurisdictional waters of the U.S. located within
the property, Jurisdictional waters of the US include five jurisdictional wetland areas, one jurisdictional
pond, three perennial stream. channels, and five unimportant intermittent stream channels. Figure 2
(attached) shows the location of on -site jurisdictional waters of the U.S.
NORTH CAROLINA ' SOUTH CAROLINA
WVVWCWS-INC.NET

No Permit Required Letter September 26, 2013
Huntley Glen • CWS Project No. 3012-3070
The site has been cleared and partially graded. Erosion control measures such as sediment basins had
been installed by the previous property owner but are in various stages of disrepair. There are some
remaining undisturbed areas adjacent to the remaining on -site streams. Dominant vegetation in the
undisturbed areas consists of cottonwood (Populus deltoides), eastern redcedar (Juniperus virginiana),
box elder (Acer negundo), white oak (Quercus alba), willow oak (Quercus phellos), hackberry (Celtis
laevigata), and loblolIy pine (Pinus taeda) in the canopy. Dominant understory vegetation consists of
sawtooth blackberry (Rubus argutus), cat briar (Smilax rotundifolia), and Chinese privet (Ligustrum
sinense).
On September 16, 2013, CWS scientists again reviewed the site to confirm that impacts to
jurisdictional waters made by the previous property owner were consistent with the NWP and WQC
that were issued for the site in 2005. Based on this site review, CWS believes that the current site
conditions are consistent with impacts to on -site jurisdictional waters of the U.S. having been made in
accordance with the NWP and WQC issued for the site in 2006. These impacts were made by the
previous property owner while the permits were still valid and consist of filling and piping of
unimportant intermittent stream channels. No impacts to on -site jurisdictional wetlands were made.
Permitting Implications
It is the opinion of CWS that all impacts to jurisdictional waters of the U.S. made by the previous
property owner were duly permitted by the USACE and NCDWQ in 2006. Based on a review of these
permits there was no mitigation required for the impacts to unimportant intermittent stream channels.
The current property developer, Provident Development Group, Inc. has developed a low density site
plan to develop the site while avoiding any additional impacts to on -site jurisdictional waters of the
U.S. Figure 3 (attached) shows the current site plan. As all previous impacts were duly permitted
by the previous property owner, the current site plan will not require Section 404/401 permitting.
If changes to the site plan result in impacts to jurisdictional waters of the U.S. then Section
404/401 permitting through the USACE and North Carolina Division of Water Resources will be
required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact me at 704-527-1177, or through email at [e-mail] should you have any
questions or comments regarding this preliminary investigation.
Sincerely,
omas Blackwell, PWS
Senior Scientist
lb/me&
Kelly names
Staff Scientist II
Attachments: Figure 1. USGS Site Location Map
Figure 2. Approximate Jurisdictional Boundary Map
Figure 3. Proposed Site Plan
Expired USACE Nationwide Permit
Expired NCDWQ Water Quality Certificate.
2

egerid
1 Project , writs
Pineville -Matthews Road
REFERENCE USGS 7 °9 M NGTRTO['C1; F?APRI9 CUAVSRAN(3LE, FORT MILL SC -NC DATED 1996
on M
;uba;, sign
US-521
Dorman Road
2,000 1,090 0 2,900 Feet
CWS Pr©jec# N . 2012-3070 WW $ 1 41 ` NET
290©'
„4tiS RROJFCT N[
2012-3070
APPLPCANT NO
09-19-13
AWN Y KMT
ECRER F9Y
TJ B

Wetland DD
- 0 81 acre
Wetland AA
OE115 acre
Unimportant Intermittent Stream B
- 100 linear feet
Perennial Stream J
S linear feet
Unimportant Intermittent Stream C
- 76 linear feet
Perennial Stream E
- 55 linear feet
Unimportant Intermittent Stream
-101 lineer feet
Wetland
-0.016acre
Wetland CC
- 0.026 acre
portant Intermittent Stream M
6 linear feet
NOTE: Jl,lR sDIC'T1ONALTERS Gf THE US WERE DELINEATE CI AN
JURISDICTIONAL, FEATURES HAVE BEEN VERIFIED BY THE U$ACE.
OEL�' Y CUES. RNC. IN,APRIL 2005.
REFERENCE' BACKGROUND GIS LAYERS PROVIDED BY MECKLENEURE COUNTY G@S GERARTMENT, DATED ZOOT.
STREAM AND WETLAND LAYERS PROVIDED BY CWS UPDATED 2013
pprox
d ctio
ndary Map
aanfley €glen SI>O 'vision
Pineville, North Carolina
CWS Project No. 2012-3070
important Inter
-38 linear feet
C'S4 C. NET
Perennial Stream A
- 753 linear feet
Pond A
1.87 acres
nt Stream
Legend
Project Limits
Streams
Wetlands
Pond
400 200 0 400 Feet
ATE: 09-19-13
ROJECT NO
2012-3070
ANTNO:
AyVN BY TJB
KFD BY
GCA

Legend
Streams
Streams
Wetlands
Roads
REFERENCE` BACKGROUND (,;1S LAYERS PROVIDED BY MECKLENkBURGCOUNTYY G45 DEPARTMENT DATEC 2CO7_
SITE LAYOUT PROVIDED BY DPR, DATED 2O3
iUR.E NO.
Pr tt osed Site Plan
1luntle lex bdivisiae
Pineville, North C rolir> a
CWS Prolcct No. O12-3O7O
S-?NC. N
400 200 0 400 Feet
PROJECT NO
2012-3070
APPLBCANT NO.
09-24-13
ECKED BY
GCA

10,...,A1041r-comps, OF )ENIGIISTE. ERS
WOTE-NOTOT Pf$1`1. 0.1‘
,ACtion ID. 200533123 :County: IVI&klenhurg, USGS Quad!F�rtMiH
:PERIVIIT (REGIONAL UoNWEi VERIFIcAtION
Property Owner Authorized Agent: toulsion Enterpiises,ILIC
:Address: 1.0202edith AVenne
FOTtMil1q SC t9715
Telephone NO.:, 803-547:9844
. Size and location :tic property (Waterbody, road name/number, town, etc): This site is Ideated on the
north side. ofDorman Road, adjacent to the South Carolina state line, PitieliilleiMeeklenbierg
. „ _
North Carolifia.
Deseription'oflifelects area and actiVity: Thislierrnit authorizes hep1acement Of fill •aisociated with
theconstrudtion -of 'a residential 'develotinient known as tliek Acees.Impacts to stream channels
and wetlands, antinirized by this permit are-:6471inearfeet (1.1f4 acre) 6f interniiftelit stream
.
(channel -and 0.264 ofiretlaiids.
Applicable Law: 1Z1 ,Section 404 (C.laaa Water Act,'33 IJSC 1344)
.,Scf-i0i) 10 (litiVers,andliarborS,Act,`33'1.JSP 403)
Authorization : Regional General Permit Number.
T:latiOnWidc-PerinitNurnber:. 39.
Your Work is antlicirizeri by the- abeve.teferenced permit provide:dit accothplished in strict accordance -With the
• - • • -. - • •
att4becl Nationwide conditions and yonr stibmitted plats, Any Violation, of the 4+1ached C;onditions,dr deviation
from youitubtriitte4 plans may subject the Perniittee to, astop •werk:order, a restoration order and/of appropriate
legal tion
This . 'verification is valid until the modified, Ali oftlie existing'N*Ps are
,.
scheduled. to be Modified; reissued, rn revoked prior to Match'18, 2007 Itip incumbent upon you to remain
informed ofchanges to the lqWPs. We will issue a pnblie notice when thec.NWPs are teissilecL ;Furthermore, if You
commence or are under contract to commence this activity before the date that the relevant nationwide permit is
modified or revoked, you witi havetWeIVe (12) thonths from the date of the modification or revocation of the NWJ'
to complete the activity under the present terms and conditions of this nationwide perinit If priOr to the expiration
•date identified below, the nationwide permit' authorization is reissued and/or Modified, this verification will reain
valid until the expiration .ciate-identifiedbelew, provided it complies with al! new and/or modified terms and
conditions. The District Engineer may, at any time.exereise. his discretionary authority to modify, 70...1.5tie)fd, or
revoke aease,speOific aotivity'S authorization under and WWI'.
- Activities subjectSO'ction 404. (as indicated above) mygo r6(pir6.g! 401 Water Quality
'eertificaiion. You shouldcOntact the NG.ifiVision of Water Quahty (telephone [phone]) to deteniiiiie
Section401. requirements:
Foi.aretivitlek.oeburring'iiitign the twenty coastal coiintieS Subjeet.to,rignIatiOn.tirider the Coastal Area
114anage!ilent ActteAmA),,prior to -beginning work you rrius't eontact the INT:.0,Diyision of Coastal Management;
k}i]ai-tineit�fth Afrify Verification:46es. not relieve the perrnittee of tile respon-sibility to obtain any other
required'Federak.tatc: or local apPtnvalalPerrnit.§.
'Itthere aie anY questions iegOing thisyerific.itiOn, any-oftlie Coriditifins.of theTermit.or the of
ErtiinterregtilifOrYproirain, pease contact 4.triaritld'hriet, at 828-714-79/30.x.11.
Corps 1?.egulatQry.00cial ,Amanda Jones Date: Jarmary_207 2006-
PrPiration'Pate of VerifiCation:.March :18, 2007

•
Determination of Jurisdiction:
❑ .Based on preliminary information, there appear to be waters of the US, including wetlands within the above
.described project area. This preliminary determination is not an appealable, action under the Regulatory
Program Administrative Appeal Process ( Reference 33 CFR Part 331).
❑ There are Navigable Waters of the United States within the above described project area subject to the permit
requirements of Section I0 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless
there is a change in the law or our published regulations, this determination may be relied upon for a period not
to exceed five years from the date of this notification.
® There are waters of the US and/or wetlands within the above described project area subject to the permit
requirements of Section 404 of the CIean Water Act (CWA)(33 USC § 1344). Unless there is a change in the
Iaw or our published regulations, this determination may be relied upon far a period not to exceed five years
from the date of this notification.
❑ The. jurisdictional areas within the above described project area have been identified under a previous action.
Please reference jurisdictional determination issued . Action ID
Basis of Jurisdictional Determination: The site contains wetlands as determined by the USACB 1987 Wetland
Delineation Manual and is adjacent to stream channels that exhibit indicators of ordinary high water marks. The
stream channels on the property are unnamed tributaries to Little Sugar Creek which flows into the Catawba River
and ultimately flows to the Atlantic Ocean through the Santee -Cooper River in South Carolina. There is also an open
water pond located on the property that are adjacent to jurisdictional stream channels.
Corps Regulatory Official: Amanda Jones
Date January 20,'2005
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PROJECT PLANS, ETC:,
MUST BE ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
Copy Furnished:
Carolina Wetland Services, Attn: Greg Antemann, 550 E. Westinghouse Blvd., Charlotte, NC 28273

ThD1COLDEThRMTh(A ILA
Corps ofEngiocert
:Revised 8/13/04
DI WW1' OF:PICt: WilMington
FILENUIVI.BEI6 10203123
PlIcift4 LOCATibiNi INFORMATION:
State: 'NC •
county Meckleabuig
Center cOorcifnites otsire'Vatitude/IOngiiiidey 35.0658 /,‘89./3216
Approximate size of area (parcel) reviewed; including upl atid:' 112 aei-eS.
iairie:olnearest waterway : Little Sugar Creek
Namepf.wateriied: .Catawha.
41.1RISDICTICOAIL
Completed: Deslctop determiriation Qate:!.larivary 20, 2006
Site..-ViSit(S) Date(s):
JurisdiOional.beterrnination•(.10):
?reliminary JD - Based an available informatioril;D there appear to be (or) I=1 ther appectr Lo e no Orthe
United:StateS"'andior "navigable waters of the' tinned St4es7.on the project site. A prclithi*y JD is not appealable
(Reference 33:COR, part 331)
Approved ID— .An, approved1D is ariappeal4le action (Rekerente 33, CFR part 331):
'Check all that aiiply:
. .
▪ there are. Waters of the United•Statei". (a defined hY- 33 CFX;Part 329 aild.a-ssoCiated guidance) within
-
tbe reviewed area. Approximate 'size ofittiiiilictional area: . -
Ea!Thre are "waters of the -United Statee! (as defined by 31 CFR:part 32.8 and associated guidance) wthin the
revieWed area. Approxitnate size ofjuriStiiptiOnaI area
Ei:Thete are '.'Uolated, non -navigable, :nut -stat4 Waters or wetlands" within the reviewed area.
-Decision Supported'hy SWANCglyligratijry oita Rule Information Sheet for Deteitninaticin Oftsio
julisdiction.
BASIS.OF 31../RISDICTIONALPETERMI&ATIIONF;
A. Waters defined under 33 CFR part 329 as "navigable waters of the United States'
I The presence of waters that are subject to the ebb.and flow ofthe tide and/or arepresentiy used, , ofhave been used in
die past, or rnay.besUseeptihte for useto transport interstate Or foreign core.
B.. Waters defined tinder 33 CFR part 318.3(a) as "waters of the United Sates"i
E The presence ofwaters, which are Currently' used, or were used in the past, or may be susceptible to use in
interstate or foreign commerce, including all waters which are subject to the cbb and flow of the tide.
pj The presence of interState waters including. interstate wetlanda'.
jJ (3)-The.preSOCre. of other Waters such as intrastate lakes, riverS, streams (including intermittent streams). mtidflat,
sandflats, Wetlands, sloughs, prairie potholes, wet meadows,playa lakes, or natural ponds,.the use, degradatiOnor
destruction Of Whiph could affect interstate corptverceincluding any such waters (check all that apply);
O (i) which are or could be used by interstate 'or foreign travelers for recreational br other purposes_
o (ii) from Which 'fist-1.6i shellfish are or could be taken and sold ni nterstate or foreign conimerce.
O (iii) which are or could be used for industrial purposes lry,indu§tries in interstate cominetee„,
(4)Impoundrnents ofwaters otherwise defined as wat0i,ofthe US.
• .(5).The presence ofa tributary .to,a waieridentified in (I) — (4) aboiie,.
• EI (6) The presence of territorialseas.
• ,.(1) The presence of wetlands adjacent to otherwaters of the US, except for those wetlen ds.adjacent to other-Wetiandi..
Rationale, flit, the Basikof4urisdiCtional Determination (applies to a'ny be*es' checked abOve). The -site cOntains
'Wetlands as- determined 11,31. tlm,PSAC.E..1987'Wetlancfbelineation Manual and is adjacent to stream channels
that exhibit indicators of ordinary high 'Water Marks. The.stream channels on the property are unnamed
tribiitaridslo'Littie 8ugat'Ciek.whichllok.v into the ataikbagilipr. and: tiltimately flnwsto the Atlantio. death.
-through the•Santed(ooper River in Sthith'cafolit4. There is also an ippcn,Water pond located on the property
that JCadjacent to•jurisdiottortal:stream channels,
Laterat Extent of JurlsdictiOm (Refererieci33 Crgarts 328 and 319)
Ordinary High Water Mark indicated by: 1I High Tide Line indicated by
0 clear, natural line iMpiessed on the bank D pit or scum line along shore objects
0_ the ixesence litfer and debris 0 fine'. shell or debris deposit's (foreshore)

.1=1-.! changes in tr, character of soil
destruction of terrestrial vegetation
i shelving
other
❑ physical markings/characteristics
❑ tidal gages
❑ other.
0 Mean High Water Mark indicated by:
❑ survey to available datum; ❑ physical "markings; ❑ Vegetation lines/changes in vegetation types.
• Wetland boundaries, as shown on the attached wetland delineation Map and/or in a delineation report prepared by
CWS
basis For -Not Asserting Jurisdiction:
Cl The reviewed area consists entirely of uplands.
• Unable to confirm the presence of waters in 33 CFR part328(a)(1, 2, of
Headquarters declined to approve jurisdiction on thebasis of33.CFR part 328.3(a)(3).
• The Corps has Made a case -specific determination that the following waters present on the site are not Waters of the
United States:
❑ Waste treatment systems, including treatment ponds or lagoons, pursuant. to 33 CFR part 328.3.
❑ Artificially irrigated areas, which would revert to upland if theirrigation ceased.
❑ Artificial lakes and ponds created by excavating and/or diking dry land to Collect and
retain water and which are used exclusively for such purposes as stock watering, irrigation, settling basins, or
rice grouting.
❑ Artificial' reflecting• or swimming pools or other small ornamental bodies of water created
by excavating and/Or diking dry land to retain, water for primarily aesthetic reasons.
❑ Water -filled depressions created in dry land incidental to construction activity and pits excavated in dry land for
the purpose of obtaining fill, sand, or gravel unless and until the construction or excavation operation is
abandoned and the resulting body of water meets the definition of waters of the United States found at 33 CFR
328.3(a).
❑ Isolated, intrastate wetland with no nexus to interstate commerce:
❑ Prior converted cropland, as determined bythe Natural Resources Conservation Service. Explain rationale:
❑ Non -tidal drainage or irrigation ditches excavated eh dry land. Explain rationale:
❑ Other (explain):
DATA REVIEWED FOR JURSIDICTIONAL DETERMINATION (mark all that apply):
El Maps, plans, plots or.plat submitted by or on behalf of the applicant.
Data sheets prepared/submitted by or on' behalf of the applicant.
This office concurs with the delineation report, dated December 23, 2005, prepared by (company): CWS
❑ 'This office does not concur with the delineation report, dated , prepared by (company):
O Data sheets prepared by the.Corps.
Corps' navigable _waters' studies:
U.S.Geological SurveyHydrologic Atlas:
1J.S. Geological Survey7.5 Minute Topographic.maps: Fort Mill
U.S. Geological Survey 7.5 Minute historic quadrangles:
U.S. Geological Survey 15 Minute Historic quadrangles;
p USDA Natural Resources Conservation Service Soil Survey:
O National wetlands inventorymaps:
El State/Local wetland inventory maps:
FEMA/FIRM maps (Map Name & Date):
ud 100-year Floodplain Elevation is: (NGVD)
Q Aerial Photographs (Name & Date):
El Other photographs (Date):
tt Advanced Identification Wetland maps:
0 Site visiddetermination conducted on:
• Applicable/supporting case law:
.i Other information (please specify):
IEI
1.
Wetlands are identified and delineated using the methods and criteria established in the Corps Wetland Delineation Manual (87 Manual) (i.e.,
occurrence of hydrophytic vegetation, hydric soils and wetland hydrology).
'The term "adjacent' means bordering, contiguous, or neighboring. 'Wetlands separated from other waters of the U.S. by man-made dikes or
'barriers, natural river berms, lieach dunes, and the like are also adjacent.

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Man W. Klimek, P.E. Director
Division of Water Quality
November 17, 2005
DWQ# 05-1779
Mecklenburg County
Mr. Earl Coulston
Coulston Enterprises, LLC
1020 Zenith Avenue
Fort Mill, SC 29715
Subject: Black Acre S/D
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Coulston:
You have our approval, in accordance with the attached conditions and those listed below, to
fill 0.264 acre of wetland and impact 546 linear feet (If) of unnamed stream (311 if of intermittent
stream and 69 If of perennial stream) to Little Sugar Creek in order to construct the Black Acre
Subdivision in Mecklenburg County, as describe d in your application received by the Division of
Water Quality (DWQ) on September 19, 2005. After reviewing your application, we have determined
that this project is covered by Water Quality General. Certification Number 3402,.which can be viewed
)n our web siteat.http:/1h2o.en r.state.nc.usfncwetlands. The General Certification allows you to use
Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please
note that you should get any other federal, state or local permits before proceeding with your project,
• including those required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and
Water Supply Watershed regulations.
The above.noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. This approval is only valid for the purpose and
design that you described in your application. If you change your project, you must notify us in
writing, and you may be required to send us a new application for a new certification. If the property
is sold, the new owner must be given a copy of the Certification and approval letter; and is thereby
responsible for complying with all conditions. •
In addition to the requirements of the certification, you must also comply with the following
conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved
impact areas has commenced.
•
•
2. - The stream.:channel shall be maintained (reconstructed) immediately above and below the.
proposed stream crossings in order- to facilitate base flow in.the channel:. This may be
accomplished through the construction of flood, plain benches or similar measures, These
measures must be approved, in writing, by this office prior to construction. oR�
No Carolina
,Naturally
North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: h2o.enr.state.nc,us FAX [phone]
An Equal OpporiunItyIAIfirmative Action Employer— 50% Recycled/10% Post Consumer Paper

•ffice of Administrative Hearings, 6714 Mai! Service Center, Raleigh, N.C. 27699-6714. This
. certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section401 of the Clean
Water Act. If you have any questions, please telephone Mr. Alan Johnson in. the Mooresville
Regional Office at 704-663-1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
/4
for Alan W. Klimek, P.E.
cc: Army Corps of Engineers, Asheville
lan McMillan, Wetlands Unit
David Caldwell, Water Quality, Mecklenburg County
Central Files
Gregg Antemann

North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27628-0622 (91 9)807-2000 Account
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Due to severe winter weather and hazardous travel conditions, our operations have been Register
significantly impacted. Before coming to our offices for service, we encourage you to call our office
to ensure that there are staff available to help you. Stay safe and stay warm. We expect to be back to
normal operations as conditions improve.
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View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: DHG RP LLC
Limited Liability Company Information
Sosld: 1331373
'Status: 3 Current -Active
Annual Report Status: Current
Citizenship: 1 Foreign J
Date Formed: 8/5/2013
;Fiscal Month: December
State of Incorporation: DE
!Registered Agent: = CT Corporation System
Corporate Addresses
Reg Office: 160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Reg Mailing: i;160 Mine Lake Ct Ste 200 Raleigh, NC 27615
Mailing: Dune Real Estate Partners LP 623 Fifth Ave 30th FI
New York, NY 10022-6831
iPriricipal Office: Dune Real Estate Partners LP 623 Fifth Ave 30th Fl
New York, NY 10022-6831
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Darren Berk
640 Fifth Avenue 17th Floor
New York NY 10019
Manager: roan Neidech
[,640 Fifth Avenue 17th Floor I
_� _ — New York_ NY 10019 _
Manager: Michael Sherman
640 Fifth Avenue 17th Floor
New York NY 10019
Manager: 1 Eric Wood 1
'i36 Raceway Dr Suite 7
i J Mooresville NC 28117 1,

LIMITED LIABILITY COMPANY ANNUAL REF
NAME OF LIMITED LIABILITY COMPANY: pHG RP LLC
Fictitious Name, If any, used in North Carolina:
SOSJD: 1331373
Date Filed: 7/5/2016 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2016 187 01022
SECRETARY OF STATE ID NUMBER: 1331373 STATE OF FORMATION: DE
REPORT FOR THE YEAR: 2015
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
Fame Office Use only
nChanges
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
150 Fayetteville St., Box 1011
• Raleigh, NC 27601-2957 Wake
SECTION B: PRINCIPAL OFFICE INFORMATION
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
150 Fayetteville St., Box 1011
Raleigh, NC 27601-2957 Wake
Privacy Redaction
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Development
2. PRINCIPAL OFFICE PHONE NUMBER: 212-301-8342
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
Dune Real Estate Partners LP, 640 Fifth Ave 17th Fl
New York, NY 10019
3. PRINCIPAL OFFICE EMAIL:
5. PRINCIPAL OFFICE MAILING ADDRESS
Dune Real Estate Partners LP, 640 Fifth Ave 17th FI
New York, NY 10019
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Darren Berk
TITLE: Manager
.NAME: Dan Neidech
ADDRESS:
640 Fifth Avenue 17th Floor
New York, NY 10019
TITLE: Manager
ADDRESS:
640 Fifth Avenue 17th Floor
New York, NY 10019
NAME Michael Sherman
TITLE: Manager
ADDRESS:
640 Fifth Avenue 17th Floor
New York, NY 10019
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
4 J
SIGNATURE
Form must be signed by a Company Officla! listed under Section C of this form. - ,
Print or Type Name of Company Official
3D
DATE
s' ark).c� LrC
Print or Type Thd Titre of the Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of Slate, Corporations Division, Post Office Box 29525. Raleigh, NC 27526.0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: ,Eric Wood
TITLE: Manager
ADDRESS:
236 Raceway Dr Suite 7
Mooresville, NC 28117
NAME:
TITLE:
NAME:
TITLE:
ADDRESS: ADDRESS:
NAME: NAME:
TITLE: TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS: ADDRESS:
NAME: NAME:
NAME:
TITLE: TITLE:
TITLE:
ADDRESS: ADDRESS:
ADDRESS:
NAME: . NAME:
NAME:
TITLE: TITLE:
TITLE:
ADDRESS:
NAME:
ADDRESS: ADDRESS:
NAME: Name:
TITLE: TITLE:
TITLE:
ADDRESS: ADDRESS:
ADDRESS:
NAME: NAME:
NAME:
TITLE: TITLE:
TITLE:
ADDRESS: ADDRESS:
ADDRESS:

LE
ER OF NS
TAL
DATE:__January_09, 2017
TO: NCDEQ - Division of Water Resources
610 E. Center Avenue
Mooresville, NC 28115
Mr. Barry Love - (704) 235 - 2143
FROM; Dean Cockinos
PROJECT _HuntleyGIenPhase 2 Tawnhomes
DPR PROJECT #: 13016
RE. Fast -Track Sewer Extension Application
1st Submittal
COPIES
1 Original
1 Copy
1 Copy
1 Original
DATE
01-09-2017
01-09-2017
01-06-2017
12-28-2016
THESE ARE TRANSMITTED:
FOR APPROVAL
NO,
landscape architecture
planning
civil engineering
WE ARE SENDING YOU THE FOLLOWING ITEMS:
VIA: _UPS
DESCRIPTION
various Application Form FTA 04-16 with Supporting Documents
various Application Form FTA 04-16 with Supporting Documents
U 1 - 3 Private Sewer Plans and Profiles
3540 Application Fee Check $ 480.00
FOR YOUR USE
FOR REVIEW/ COMMENT OTHER;
REMARKS: Please call if you need any additional information or have any questions.
Dean Cockinos (704) 332 - 1204 x103 [e-mail]
Hy V. Nguyen (704) 332 - 1204 x106 [e-mail]
COPY TO: file 13016 Y: drive
SIGNED.
Dean Coc
RELIEVED BY:
APR Associates. Inc, i4,
fxD, 3 3 2. i 21 U l Ww^w

Central Files: APS .�. SWP _
1/12l2017
Permit Number WQ0038970 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
11,020
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Huntley Glen Phase 2 Townhomes
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Dhg Rp LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Eric Wood
236 Raceway Dr
Mooresville
NC 28117
Orlg Issue
1/12/2017
App Received Draft Initiated
1/1012017
Scheduled
Issuance Public Notice issue Effective
1/12/2017 1/12/2017
Regulated Activities Requested !Received Events
Subdivision
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody.Name
Streamindex Number Current Class Subbasin

a' T Resources
Environmental Quality
August 14, 2017
Eric M. Wood
DHG RP LLC
236 Raceway Drive, Suite 7
Mooresville, NC '28 H 7
SURIECT: Final Engineering Certification Acknowledgement
Project: Huntley Glen Phase 2 Townhomes
Permit No. WQ0038970
Permittee: DHG RP LLC
County: Mecklenburg.
Dear Mr. Wood:
RON'' COOPER
Governor
MICHAEL S. REGAN
Secreturr
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on August 10, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
.you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portatricdenr.org/web/wo/swpipsicsipnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
cc:
Central Files
MRO
Sincerely,
Barry Love
Environmental Specialist
, P. (1)PR Associates, Inc., 420 Hawthorn Lane, Charlotte, NC 28204)
Compare$7—‘....—
State of North Carolina Environmental Qualityl Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 30 j Mooresville, North Carolina 28115
704-663- 099

FAST TRACK SEWER ENGINEERING CERTIFICAtON
PERMITTEE: DHG RP LLC
PERMIT #: WQ0038970
PROJECT: Huntley Glen Phase 2 Townhomes
ISSUE DATE; January 12, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation, it.
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Perrnittee to
appropriate enforcement actions_ The Perrnittee is responsible for tracking all partial certifications up
until a final certification is received, A Final. Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMiTTEE'S CERTiFICA'TION
1, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
eke Ai l2oc1) V P
Printed Name, Title
Signature Date
RCS CERTIFICATION
i, Hy V. Nguyen, PE , as a du registered Professional En ineer in the State of North Carolina,
having been authorized to observe periodically, weekly, [J full time) the construction of the
project name and location as referenced above for the above 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 02T; the
Division of Water Resources' (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 wfsignature & date:
Pa'
e �crilpti
Certification Comments/Qualifi+ers (attach if necessary):
'I'wo copies of Sanitary Sewer As -Bunts
One copy of Bac-T Analysis Water Sample Report
08/09 °2017
State of north Carolina I Earioutaticen QutMr t Wye: Resonnes rWaterQu
Moofesvi k Report! Office! 610 Ease Center Among, Suite .#01 a sooResvdle,
'anal Omahas
Carolyn 71115

u
6OR TORIES, INC
%V'WWPAR,LAJSwC©M
REPORT OF ANALYSES
Attn: CASEY CATOE
C'Ar"1OL.INA CIVIL LLC
4166 AUTUMN COVE DR
LAKE WYLIE, SC 29710-
(Page 1L" 11
PROJECT NAME: JUL 17
DATE: 07/28/17
SAMPLE DELIVERY TO LAB
LAB No. DATE TIME S. PLER DATE TIME MATRIX
128623 07/27/17 1345 NC 07/27/17 1500 WA
LAB
L:'JN LFL'Y GLENN
DR. PINEVILLE
126623
TOTAL r. L T wP r; ABSENT
LABORATORY DIRECT.
*THIS SAMPLE MEETS THE CRITERIA FOR THE ABOVE PARAMETERS AS
OUTLINED BY HUD/USEPA (ML95-34, ATTACHMENT 1) .
* E. COLI BACTERIA AND FECAL COLIEORM'S CANNOT BE PRESENT IF
THERE ARE NO TOTAL COLIFORM BACTERIA PRESENT.
P.O.13ox 411483
Phone: (704) 588-
NC 28241-1483
8is8: