WQ0029233_CS Permits

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WaterResources
ENVIRONMENTAL QUALITY
I
Allen Jones, Manager
MAG Bear Lake, LLC
15443 Knoll Trail, Ste. 130
Dallas, TX, 75248
r
,'1
ROY COOPER
Governor
MICHAEL S. REGAN
Secrelary
S. JAY ZIMMERMAN "
Director
May 23, 2017
Subject: Permit No. WQ0039221
MAG Bear Lake, LLC
Bear Lake Phase II Sewer Extension
Wastewater Collection System Extension Permit
Jackson County
Dear Mr. Jones:
In accordance with your application received "May 8, 2017, we are fo warding herewith Permit No.
WQ0039221 dated May 23, 2017, to the MAG Bear Lake, 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 of issuance until rescinded, and shall be subject to the conditions and limitations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 IIA: 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.
2090 U.S.10 Highway, Swannanoa,, NC 28778
Phone: [phone]\ Internet: www.ncwaterguality.org
An Equal Opportunity\ Affirmative Action Employer —Made in part by recycled paper

MAG Bear Lake, LLC
Permit No. WQ0039221
If you need additional information concerning this matter, please contact Tim Heim at [phone] or
via e-mail [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
enclosure: Operational Agreement
cc: Mark C. Brooks, P.E. — Brooks Engineering Assoc., PA (electronic copy)
,.R egi.o na°IyOffi.eezF i 1es
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Jackson\Collection Systems\Fast Tracks\WQ0039221 Bear Lake Ph II Ext.docx
Page 2 of 10

Ntc.
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 the
MAG Bear Lake, LLC
Jackson County
for the construction and operation of approximately 799 linear feet of 8-inch gravity sewer; 45—gallon
per minute pump station with duplex pumps, on -site audible and visual high water alarms, telemetry,
and a permanent generator with automatic transfer switch; as well as approximately 3,750 linear feet of
3-inch force main to serve 1,170 bedroom residential units, a main clubhouse, and golf clubhouse as
part_ of the Bear Lake Phase II Sewer Extension project, and the discharge of zero additional gallons per
day of collected domestic wastewater into the Bear Lake Reserve existing sewerage system, pursuant to
the application received May 8, 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 conditions and limitations contained therein.
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
I.
Permit Number: WQ0039221
Permit Issued: May 23, 2017
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
MAG Bear Lake, 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 Bear Lake Reserve
Wastewater Treatment Facility in accordance with Permit Number WQ0029233.
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
1. 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]
2. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency. Simplex pump stations or vacuum sewer pits serving a
single-family residence may have a placard or sticker on the control panel in lieu of a sign. [15A
NCAC 02T .0305(h)(2)]
Ill. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [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
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
,Page 4 of 10
Page 2 of 10

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 all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403.. If an individual
permit is not required, the following performance criteria shall be met: [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 (i.e.
365 days per year). Pump stations that are connected -to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are -documented.
f. A general observation of the entire sewer system shall be conducted at least 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.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
Page 5 of 10

j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO 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 (919)
733-3300. 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 II 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)]
7. 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 marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
Page 6 of 10

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 02T.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 as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
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
Page 7of10

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMIITEE: MAG Bear Lake; LLC
PERMIT #: WQ0039221
PROJECT: Bear Lake Phase II Sewer Extension
ISSUE DATE: May 23, 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
ENGINEERS CERTIFICATION
I, ,'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
Bear Lake Phase II Sewer Extension 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):
NC DWR — Water Quality Regional Operations Section 2090 US Hwy 70, Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

RECEIVED
VvIslon of Water Resources
r
STATE OF NORTH CAR
COUNTY OF—Ji61G,
This AGREEMENT
A
8 2017
Permit No.
) and entered into this
I s+—
day of
Maw , by and between the North Carolina Environmental Management
Commission, ad agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in O—Ar�-jp ►J County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as "9�1Z 1.-� I-eSg %Z�l4�' (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association)?WAC t Al2f P/r, O� GC t i i miter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13 Page 1 of 2

r
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
` appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as ' is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT C MMISSIO
S. Jay Zimmerman, P.G.
Director, Division of Water Resources
C�),c. .30. l I -
(Date)
HA-&- '3i5Ar(Z- LA45Z I ul-c.
of V L ER
By -
Name
(Signatu
0-*�- MA
Aux bwo - +
Print Name and Title
O p�
(Date)
FORM: DEV 08-13
Page 2 of 2

rill—,
V
BRO O--KS
ENGINEERING ASSOCIATES
17 Arlington Street / Asheville NC 28801 / www.brooksea.com / 828-232-4700
Letter of Transmittal
To:
From:
Date:
NCDENR
Division of Water Quality
Mark Brooks, PE
4-3112
PERCS Unit
cc: (need telephone no. if Fedex, no P.O. Box)
1617 Mail Service Center
Raleigh, NC 27699-1617 1
NCDENR
Surface Water Protection
(need telephone no. if Fedex, no P.O. Box)
Keith Haynes
2090 US Hwy. 70
Project Name:
Beat Lake Reserve Phase II
Swannanoa, NC 28778
Project No:
373412
Bear Lake Reserve
PO Box 96
Tuckasegee, NC 28783
Attn: Larry Sartin — L-112 01)1 i)
® Mail ❑ Deliver
❑ Overnight* ❑ Other
*must use street address & include phone number
Document Description:
Date:
Use:
Engineer's Certification
Permit Drawings
Comments:
. K
APR - 4 2012
WATER QUALITY SECTION
:;HEVII.LE REGIONAL OFFICE
.,1 w
17 Arlington Street, Asheville, NC 28801 • Phone [phone] • Fax [phone]

BROOKS Planning & Project Management / Civil Engineering / Surveying
Soil Science Services / Environmental Engineering & Services
April 3, 2012
NCDENR
Division of Water Quality
Pretreatment, Emergency Response & Collection Systems Unit
1617 Mail Services Center
Raleigh, NC 27699-1617
Regarding: Bear Lake Reserve Pressure Sewer Collection System
Permit No. WQ0030038
Jackson County NC
To Whom It May Concern:
Brooks Engineering Associates, P.A. is the engineering firm of record for the pressure
sewer collection system in Phase H of Bear Lake Reserve. All of the main sewer lines
and common pump stations have been installed in general accordance to the approved
plans and specifications. No significant deviations from the approved plans are known
based on our periodic inspections and final system walk-through. There has not been an
as -built survey of the sewer main installation, so enclosed are the original design
drawings with plan and profile depictions of the sewer line. Minor deviations such as the
orientation of pump station components and slight deviation of line alignment with road
rights -of -way likely exist but have not been survey located. However, it is our feeling
that the original engineering plans are an adequate depiction of the installation for future
reference by the owners and regulatory personnel.
Only a small portion of the individual simplex pump stations (at individual houses) and
shared duplex pump stations (at condominium units) have been installed. BEA has not
inspected the installation of these units and it is our understanding that our inspection of
future installation of individual service pump stations will not be required.
Also enclosed is the Engineer's Certification Form. The portion of the system
description that has not been installed (individual -grinder units) has been highlighted and
indicated as "not installed".
p E c E � y�
i
D'I
APR - 4 2012
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

We appreciate your review of this system and cooperation in this certification process. I
there are any questions, Please contact Mark Brooks at [phone].
Sincerely,
Brooks Engineering Associates, P.A.
e /Z
Mark C. Brooks, P.E.
CC: Keith Haynes, Surface Water Protection Asheville Regional Office
Beverly Price, Aquifer Protection Asheville Regional Office
Enclosures: NCDENR Certification Form
Engineering Plans dated 10/16/07

October 29, 2007
System Description:
76.9 -15 GPM pump stations with simplex pumps, on -site audible and visual high water alarms and separate 500 gallon
emergency storage tanks; 38, 9 - 15 GPM pump stations with duplex pumps, on -site audible and visual high water alarms and
separate 1250 gallon emergency storage tanks (to serve condominium units); approximately Z964linear feet of 1.54nch pressure
sewer; -approximately 4,980 linear feet of 2-inch pressure sewer, approximately 6,523 linear feet of 2.54nch pressure sewer,
approximately 3,740 linear feet of 341nch pressure sewer, approximately 4,455 linear feet of flinch pressure sewer; a 27 GPM pump
station (#5) with duplex pumps and on -site audible and visual Dhigh water alarms, telemetry and on -site standby generator and
approximately 950 linear feet of 2-Inch force main: a 33 GPM pump station (#6) with duplex pumps and on -site audible and visual
high water alarms, telemetry and on -site standby generator and approximately 475 linear feet of 2-inch force main; a 30 GPM
pump station (#8) with duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby generator
and approximately 1,320 linear feet of 2-inch force main; a 49 GPM pump station (#9) with duplex pumps and on -site audible and
visual high water alarms, telemetry and on -site standby generator, and approximately 900 linear feet of 3-inch force main, and
approximately 4,445 linear feet of 44nch force main; and modifications to PS#3 listed below to be a 263 GPM pump station with
duplex pumps and on -site audible and visual high water otarms, telemetry and on -site standby generator and approximately 100
linear feet of 44nch force main
Complete and submit this form to the permit issuing office as indicated below with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum
design criteria.
i This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it Is highly recommended that
this certification be sent In a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial ❑ Final
1, a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (fQ periodically, 0 weekly, El full time) the construction of the subject project for the
' Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
i
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2T .0300; the Division of Water Quality's (Division) Gravity Sewer Minimum Design'Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast. -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000,as applicable; and other supporting materials.
�� North Car�Q0ciciArmjg�sional Engirie ~' ea g q r a d te
?oz/",� S HISIORM & SUPPORTING DOCUMENTATION
` p�r��5✓Di' �� ' i WITH REQUIRED ATTACHMENTS
APR ' 4.2012 TO THE FOLLOWING ADDRESS
DIVISION OF WATER QUALITY
��1,_.� (� �eL r p ' ? WATERETREOITNCEi�F1'T GE Y. RESPONSE & COLLECTION SYSTEMS UNIT
`'� '. � „" , i3' ",N; E gSHEVILLF RE'
10N,t�L 6,� �. 1617 MAIL SERVICE CENTER
r�r �i •7, �+� RALEIGH NC 27699-1617
The P ee r sco ible forteackiftig all partial certifications up until a final certification is received.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
7

Price, Bev
From:
Haynes, Keith
Sent:
Thursday, March 29, 2012 1:56 PM
To:
Mark Brooks
Cc:
Price, Bev
Subject:
RE: Bear lake
We can't really call this a final certification if there are items in the permit that are not built. In this case, you should
check partial and that should cover your part. As I understand it, future construction of these small pump stations
would/could be the responsibility of the home owner or Bear Lake Reserve. Make sense to you? If not please call me
when you have a chance.
Keith Haynes - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to tt
disclosed to third parties.
From: Mark Brooks [ma ilto: m brooks(& brooksea.com]
Sent: Tuesday, March 27, 2012 12:24 PM
To: Haynes, Keith; Price, Bev
Subject: Bear lake
Keith & Bev —
Attached is a drat certification cover letter. Please see if you think this will be adequate to send to Raleigh along with the
original engineering plans and the certification form. I've also attached the form so you can see how I addressed that.
Thanks for your help on this.
Mark C. Brooks, P.E.
Brooks Engineering Associates, P.A.
[phone]
BROOKS
'ENA 1€4 EIER 1 N G ASS❑CVATES

Price, Bev
From: Haynes, Keith
Sent: Thursday, March 29, 2012 9:54 AM
To: Price, Bev
Subject: RE: Mark Brooks Bear Lake
Have not looked at it yet, but I will today.
Keith Haynes - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the NC Public Records Law and may be
disclosed to third parties.
From: Price, Bev
Sent: Thursday, March 29, 2012 9:35 AM
To: Haynes, Keith
Subject: Mark Brooks Bear Lake
Keith,
Have you had a chance to look at Mark's e-mail? Unless I missed it, I think he still needs to have a statement saying
something about future installation of systems have to be according to the original design.
Bev
Bev Price - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Aquifer Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.

Price, Bev
From: Mark Brooks [[e-mail]]
Sent: Tuesday, March 27, 2012 12:24 PM
To: Haynes, Keith; Price, Bev
Subject: Bear lake
Attachments: Certification Cover Letter 3-27-12.doc; 20120327105542690.pdf
Keith & Bev —
Attached is a drat certification cover letter. Please see if you think this will be adequate to send to Raleigh along with the
original engineering plans and the certification form. I've also attached the form so you can see how I addressed that.
Thanks for your help on this.
Mark C. Brooks, P.E.
Brooks Engineering Associates, P.A.
[phone]
BROOKS
ENCItNEERiNG ASSOCIATES

Price, Bev
From:
Haynes, Keith
Sent:
Thursday, March 08, 2012 7:03 AM
To:
Price, Bev
Subject:
RE: Bear lake
Walk through for the final close-out? I don't think he yet understands that it is his to certify, and not ours.
I<eith Haynes - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the NC Public Records Law and may be
disclosed to third parties.
From: Price, Bev
Sent: Wednesday, March 07, 2012 4:19 PM
To: Mark Brooks
Cc: Haynes, Keith
Subject: RE: Bear lake
See you then.
Bev Price - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Aquifer Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Mark Brooks [mailto:mbrooksCcbbrooksea.com]
Sent: Wednesday, March 07, 2012 3:28 PM
To: Price, Bev
Subject: RE: Bear lake
10:00. Thanks.

Mark C. Brooks, P.E.
Brooks Engineering Associates, P.A.
[phone]
BROOKS
£NC.INEERINO ASSOCIATES
From: Price, Bev [mailto:[e-mail]]
Sent: Wednesday, March 07, 2012 3:26 PM
To: Mark Brooks
Cc: Haynes, Keith
Subject: RE: Bear lake
Mark,
That works for us. Just let me what time to meet out there
Bev Price - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Aquifer Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Mark Brooks [mailto:mbrooks(�)brooksea.com]
Sent: Wednesday, March 07, 2012 1:45 PM
To: Price, Bev; 'Robert Barr'
Cc: 'Larry Sartin'
Subject: Bear lake
Bev —
Based on our discussion, I'd like to schedule the walk-through of the collection system for the final close-out on Thursday
March 22. Let me know if that works for you. Thanks.
Mark C. Brooks, P.E.
Brooks Engineering Associates, P.A.
[phone]
BROOKS
E N C t N E E R I N G ASSOCIATES

Division of,Water Resources L
]Fast Track Application for Sewer Systems— Review Checklist
a ------
Project Name: ^; t 4AKe �i1QSe �'ck,M �l, Application Number: _ 1 ,�,Q. ' , #2
Application Completeness Reviewl�I? 3gaa�l
Project is located in a County currently covered by the regional office
Application and supporting documentation submitted in duplicate?
One Original and One Copy
Correct application fee submitted? See G.S. 143-21.5.3D
Ensure that a check for $480 is submitted and made out to NC DEQ.
All new projects and major modifications to existing projects require
includes any changes to permitted flow volumes, changes in pipe dig 1
of the originally permitted length, changes in operating points of a<p..
Office.
Application package is complete?
Current application version (See website) i
Brief project narrative (per Section B of FTA
Certification of Public Convenience and Nece
(if applicable)
Operational Agreements, signed and dated
if applicable)
Flow Tracking / Acceptance Form < > -& iI
._Flow Tracking./ Acceptance Plann' g>_ s
(if applicable)
Site Map and Street Level Map (per SeM F
PE Certification of ao is signed,".le
Applicant Certikc_ �s and dated"` ,
pp 1 #
If any portion of the app'�"tion is not `e' plete, or il
return of an application is i nt, the fa. _ wing steps
o e application pas
id ' ";.i,es the deficiWImso
app fr le on fee has not b&':
VON
Any projects that €1NM� t�be returned
application and depo"jft the chec
incorrect and/or lackmi X�z t be re
02T .0107. «E ,AM
ed and dai;
1}t Addend.111sum
tructions
and cd.C.
ele aft,'
required instt
lil�l be taken:
es []No
❑Yes [Si /"IT
, 2
Yes ❑No ❑N/A
W& W;*V! -
cation fee. A major modification
es in pipe length greater than 10 %
etc. If 'unclear, contact the Central
UNo
es ❑No
�a� Yes ❑No ❑N/A
rf Y ❑NoI _ ❑N/A
if
Nt
Yes o
❑Yes ❑No ❑N/A
�'es ❑No
Yes [—]No
Yes ❑No
items have been omitted, and the
email for very minor completeness deficiencies.
48 howmay es�
be incoinj5l fiwring this completeness review, fill out a checklist that
Se application to the. applicant with a copy 'to the consultant. If the
kWeturn it as well.
be returned prior to accepting the application (i.e., before logging in the
after a project has been accepted, any information that is found to be
1 via an Additional Information Request in accordance with 15A NCAC
_V0 43o
`kc
e� w \G_ e— vuL J t7 0�c /

Permit Information
�ew Permit ❑Permit Modification
If the project is a modification to an existing permit, be sure to enter the application into BIMS as a permit
modification (i.e. "renew/modify application" and not "create new project"). BIMS will pull the previous signing
official and affiliations information. Modify all tabs and enter updated information.
Does the project require a permit for the activity? & es ❑No
See Permitting by Regulation (15A NCAC 02T.0303) for projects deemed permitted
If No, return fee and application package
Is the project eligible for the Fast Track Program? [3Yes ❑No
Projects not permitted through the fast track program:
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .0100;
➢ Projects.that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or sirnplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
If No, return fee and application package and advise applicant what to do
Information entered into BIMS? (Project details, affiliations, etc)
❑No
❑YZes
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)?
❑No
If No, request revised application with an appropriate official, or a letter from an
appropriate official that indicates the person in question is delegated to sign the
application on the applicant's behalf. If a new delegated signing official is listed,
add the person to BIMS
Is the applicant is a public entity (county, city, sanitary district, etc.)?
❑Yes o
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity and intends to retain ownership (store, church, etc.)?
❑Yes Leo
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity (private utility)? ❑Yes
LV
If Yes, Applicant has been designated as a public utility by the NC Utilities Commission ❑Yes
[9Xo W i
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
y
The project name on the application and CPCN must match ❑Yes
❑No
Is the applicant is a private entity (Developer) that will be selling units? Ee ,sr
❑No
If Yes, Applicant has submitted an executed Operational Agreement (DEV) es
❑No
A developer may be responsible for the system for an interim period until the HOA is formed,
at which time a name change / change of -ownership form is required to transfer the permit to the HOA
The operational agreement should be attached to the permit and incorporated into the language of the permit.
-
Is the applicant is a Homeowner's or Property Owner's Association selling units? ❑Yes
❑No
If Yes, Applicant has submitted an executed Operational Agreement (HOA) ❑Yes
❑No
and, Copy of the Articles of Incorporation, Declarations and By-laws ❑Yes
❑No
The operational agreement should be attached to the permit and incorporated into the language of the permit
2

Wastewater Flow Information
f
Has submitted Flow Tracking/Acceptance Form (FTSE Form) OW
❑Yes
[]No
EfN/A
Ensure form is complete with all required information and that the o er
has accepted the entire volume of flow listed
Proper certification per 15A NCAC 02T .0106 (b)
❑Yes
❑No
Form is dated within one year of receipt of application package
❑Yes
[:]No
Is FTSE Planning Assessment Addendum Required?
'❑Yes
❑No
VN/A
Required only for projects where available pump station capacity is < 0.
(Contact Central Office if needed)
Additional forms (FTSE 06-13) required?
❑Yes
❑No
[VIA
Required only if the owner of downstream sewer different then owner of WWTF
Receiving WWTF and downstream sewers have adequate capacity
[Yes
[:]No
Ensure no compliance issues (SSOs or WWTF compliance issues)
Wastewater domestic in nature C�rY/es ❑No
If item B.6 indicates industrial wastewater, notify the regional pretreatment coordinator or
contact the Central. Office to determine if a pretreatment permit is needed or if it is in place and compliant
Has the wastewater flow volume been calculated correctly (section I1.7 of FTA)?��/es ❑No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based 'on regulations ensure that the applicant has an approved flow reduction of daily
design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(fl
(Contact Central Office if this is the case)
Design Information
Adequate information related to sewer lines (Section VII of FTA) MY ❑No ❑N/A
Note that per the 2T and MDC, there is a minimum 8" for public gravity or
minimum 6" for private gravity
Adequate information related to pump stations (Section VIII of FTA) es ❑No ❑N/A
Ensure power reliability option is selected (see 15A NCAC 02T.0305(h))
Has Setbacks & Separations Section been completed? [R4(es ❑No VIA
Required if any portion of project is within 100 feet of any surface water or wetlands
Note, 15A NCAC 02T .0305 (f) contains minimum separations required for sewer
A variance is required if minimum separations cannot be attained (see below)
Is Project design is in accordance with (see section X of FTA) &Yes ❑No
15A NCAC 02T
Gravity Sewer Minimum Design Criteria (latest version)
Minimum Design Criteria for Permitting of Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
• Applicant must submit TWO copies of the plans, specifications, and calculations
O Contact the Central Office to discuss the variance request to determine a course of action. The central
office will review the variance request, and if approvable, specific language regarding the variance will be
forwarded to the Regional Office reviewer to incorporate into the permit. A copy of the variance letter (or
email correspondence) should be kept with the application file.
Project contains high priority lines (15A NCAC 02T .0402(2)) ❑Yes nNo
If Yes, insure that the permit contains the necessary condition related to high priority lines
15A NCAC 02T.0403 (a)(5)

Application Certification
Has a N.C. PE stamped, signed, and dated the application? ®,Y/e� [:]No
PE with active license in North Carolina? [�,Y�es ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
If the owner is a corporation, is the corporation registered in N.C.? Qy/e s ❑No
N.C. Secretary of State (Corporation Search)
Applicant should be registered to conduct business as a corporation in NC (Private Owners, Developers, HOAs, etc.)
If No, see return application guidance
Issuing a Permit
Most current version of the Fast-Tfack permit shell used? ❑Yes ❑No
Special conditions utilized within permit? ❑Yes . ❑No ❑N/A
High Priority Lines (Aerials)
Variance Language (Approved by the Central Office)
Regional Conditions (i.e. Stormwater Plans for Coastal Counties)
Construction Only Language ("Dry Lines")
Other instances (contact the central office if required)
If permit modification: ❑Yes ❑No ❑N/A
Include Permit History
Void Previously Issued Permit in language
Permit signed only by those delegated to sign for the Director ❑Yes ❑No
Permit distributed as follows: ❑Yes ❑No
• Original to Permittee
• Copy to Consulting Engineer
e Copy to County Health Department (if applicable)
• Copy to Mecklenburg County Department of Environmental Protections
(Only for projects located in Mecklenburg County)
• Copy to the applicable Building Inspections Authority (if applicable)
• Copy(ies) to the owner of the WWTF and owner of the downstream sewers
(Only if different than the Permittee)
• Copy to Regional Office Files
• Copy to Water Quality Central Files (see Central Files Permit Package below)
• Electronic copy to PERCS unit
Electronic version shall preferably a signed, scanned copy of the permit in pdf format.
If not, the electronic version can be a final version of the permit in word format. Regardless,
the permit should follow the naming convention of WQOOXXXXX - YY.MM.DD.
Electronic copies should be forwarded to the PERCS unit contact on a frequent basis (once a month is fine).
• Signed Operational Agreements should be distributed with the permit (if applicable)
Finalizing BIMS
Permit issued in BIMS? ❑Yes ❑No
All relevant Event Dates Entered? ❑Yes ❑No
(add info request, add info received, variance granted, variance denied, etc)
Central Files Permit Package
Complete package forwarded to Central Files ❑Yes ❑No
• Finalized Tracking Slip (BIMS Report)
• Copy of signed, issued permit (with operational agreements, if applicable)
• Copy of permit application package (application, supporting documentation, etc.)
• Review comments, calculations, notes, review checklist, etc.
• All other correspondence (email, phone logs, cover sheets, etc.)
All material in the permit package should be stapled together. Plans and specifications should not
be included in the permit package sent to central files.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that .has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T 15A NCAC 02T .0300, Division policies and good engineering .practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T
ED
Projects not eligible for review via the fast track process (must be submitted for full tecrains);
ia&6 wE'rReWuurces
➢ Projects :that require an environmental assessment in accordance with 15A NC100;
➢ Projects.that do not meet any part of the minimum design criteria (MDC) docu r 8 201�
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;MAY
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplpumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force➢ Vacuum sewer systems. r Quality Regional Operations
Asheville Regional Office
General — When submitting an application, please use .the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
equired unless otherwise rioted
B. Cover etter (Required for All Application Packages):
20"List all items included in .the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. App ication Fee (All New and Major Modification Application Packages):
Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fas rack (Form: FTA 04-16) Application (Required for All Application Packages):
Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
p If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State,
❑ If the Applicant Type in Item 1.2 is a partnership or "/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
p The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site aps (All Application Packages):
Submit an 8.5-inch x 11-inch color copy of a USGS Topographic. Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
❑ Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
93-"S'ubmit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
— / ❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
� Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Reqional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Re-gional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405 '
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number4'__9�2
A_�� _I
pp _ be completed by DWR)
7iaa-1
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: MAG Bear Lake LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual 1 orporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Allen Jones per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 15443 Knoll Trail, Suite 130
City: Dallas State: TX Zip: 75248-
5. Applicant's contact information:
Phone number: [phone] Email Address: ajones(a,madev.com
II. PROJECT INFORMATION:
RECEIVED
Division of Water Resources
MAY - 8 2017
Water Quality Regional Operations
Asheville Regional Office
1. Project name: Bear Lake Phase II Sewer Extension
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: WQ0030038
3. County where project is located: Jackson-
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.230490' Longitude:-83.055449'
5. Parcel ID (if applicable): 7586-91-6340
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark C. Brooks License Number: 026539
Firm: Brooks En ing eering Associates. PA
Mailing address: 17 Arlington St
City: Asheville State: NC Zip: 28801-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Bear Lake Reserve Permit Number: WQ0029233
Owner Name: MAG Bear Lake, LLC
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 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
54 Yes ❑No ❑N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes [—]No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
4Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Fa,b
No. of Units
Flow
Residential Units - bedrooms
90 gal/dal
1170
105,300 �PD
Main Clubhouse
9695 gal/day
1
9695 GPD
Golf Clubhouse
4000 gal/day
1
4000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
119,000 GPI
See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (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 G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted -in -subsequent permits that connect to this line
low has already been allocated in Permit Numb : W 0030038�l�e V
❑ Rehabilitation or replacement of existing sewer th-n new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 799 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum 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
1. Pump station number or name: PS # 10
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.227225' Longitude:-83.051350'
3. Design flow of the pump station: .009728 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 45 gallons per minute at 26 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
3
3750
PVC
Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow 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 - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations, storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(t) & (0
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches)
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer)
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
➢ If noncompliance with 02T.0305(_fl or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
i
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No/
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes 0 No
Per 15A NCAC 02T.0I05(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I,
(Professional Engineer's name from Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
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 signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's
I,
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
R o EI Re o rces
s
M AY - 8 2017
Date: W 24" 'Z9 i-7
FORM: FTA 04-16
Water Quality Regional Operations
Asheville Regional Office
Page 5 of 5

F (628) 2324700.
-'
Eighty and. no/1®0 .
DATE
AMOUNT
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SPAY
05/08/17
12903 $80.00
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„TO THE NCDEQ .
ORDER
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Water Resources
ENVIRONMENTAL QUALITY
January 24, 2017
Allen Jones, Manager
Mag Bear Lake LLC
412 Lake Forest Drive
Tuckasegee, NC 28782
Subject: Adjusted Daily Sewage Flow Rate Approval
Bear Lake Reserve
Dear Mr. Jones:
ROY COOPER
Governor
S. JAY ZIMMERMAN
D;reaw-
On December 13, 2016, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Bear Lake Reserve development tributary to
the Bear Lake Reserve WWTF (WQ0029233). This request was submitted by Brooks Engineering
Associates on behalf of Bear Lake Reserve.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request and based on the
data submitted, the Division hereby approves for use by the Bear Lake Reserve an adjusted daily sewage
design flow rate with the following conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwelling's shall be 180 gallons per day.
• Each additional bedroom above two bedrooms shall Increase the volume by 90 gallons per day
per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the Bear
Lake Reserve collection system.
Future sewer extension applications should be made using the flow reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Regardless of the adiusted design daily wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined In the NPDES Permit for the treatment faclIltV or exceed the capacity of
the sewers downstream of any new sewer extension or service connections .
State of NorthCatolina I Environmental QoalityINvaterResources
1617 Mail Service Center I Raleigh, North Carolina 27699-1611
919 907 6300

The granting of this flow reduction doesnot prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A NCAC
027, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect
to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Deborah Gore at [phone], or via e-mail at
[e-mail].
Sincerely,
Q�� A�
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
by_Deborah Gore, Supervisor
Pretreatment, Emergency Response, Collection System Unit
cc: Mark Brooks, P.E., 17 Arlington Street, Asheville, NC 28801
Asheville Regional Office, Water Quality Section Regional Operations
Water Resources Central Files: WQ0029233
PERCS (electronic copy)
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SEWER SYSTEM
JACKSON COUNTY
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CONTACTS
DEVELOPER:
CONTACT INFO:
MAG BEAR LAKE, LLC
MAG BEAR LAKE, LLC
15443 KNOLL TRAIL, SUITE 130
DALLAS, TX 75248
972-715-6440
[e-mail]
OWNER:
CONTACT INFO:
MAG BEAR LAKE, LLC
MAG BEAR LAKE, LLC
15443 KNOLL TRAIL, SUITE 130
DALLAS,TX 75248
972-715-6440
[e-mail]
ENGINEER:
CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
MARK BROOKS
17 ARLINGTON STREET
ASHEVILLE, NC 28801
828-232-4700
MBROOKS@BROOKS EA.COM
SURVEYOR:
CONTACT INFO:
ED HOLMES AND ASSOCIATES
JOSH HOLMES
828-225-6562
[e-mail]
SHEETINDEX
NO.: TITLE: NO.: TITLE:
C-0 COVER
C-1.0 OVERALL SITE PLAN
C-2.0 OVERALL GRAVITY SEWER PLAN
C-2.1 GRAVITY SEWER PLAN AND PROFILE
C-2.2 GRAVITY SEWER DETAILS
C-3.1 PUMP STATION PLAN AND DETAILS
C-3.2 PUMP STATION DETAILS
C-4.0 FORCEMAIN PLAN
C-4.1 FORCEMAIN PLAN AND PROFILE
C-4.2 FORCEMAIN PLAN AND PROFILE
C-4.3 FORCEMAIN PLAN AND PROFILE
C-4.4 FORCEMAIN DETAILS
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BEAR LAKE_ RESER)
LAKE FOREST DRIVE
SANITARY SEWER SYSTEM
NOTES
SITE NOTES:
1.
PROJECT ADDRESS: LAKEFOREST DRIVE
2.
TOTALACREAGE: 537
3.
ZONING: N/A
4.
PROJECT PIN NUMBER(S): 7586-91-6340
5.
EXISTING TOPO INFO SHOWN WAS PROVIDED BY: ED HOLMES AND ASSOCIATES
6.
EXISTING BOUNDARY INFO PROVIDED BY: ED HOLMES AND ASSOCIATES
7.
FEMA FLOOD PANEL: 3700759600J
8.
RECEIVING STREAM: TUCKASEGEE RIVER (WS-III, B, TR)
9.
SOIL TYPE(S): CECIL
10.
DEED BOOK / PAGE: DB 1982, PG 444
11.
LATITUDE / LONGITUDE: LAT: 35.2239, LONG:-83.0495
12.
DISTURBED ACREAGE: DIST ACREAGE
13.
EROSION CONTROL REVIEW: JACKSON COUNTY
14.
STORMWATER MANAGEMENT REVIEW: JACKSON COUNTY
15.
ZONING REVIEW: JACKSON COUNTY
16.
SANITARY SEWER EXTENSION REVIEW: NC DEQ
GENERAL NOTES:
1.
CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES
WHICH OCCUR DURING CONSTRUCTION.
2.
LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO
GUARANTEE IS MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES
AND OTHER FEATURES WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF j
THE DESIGN. CONTRACTOR SHALL NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING
CONDITIONS DIFFER FROM THAT INDICATED IN THE PLANS.
3.
NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF
4.
ENGINEERS PERMIT.
THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF
EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND
DISTURBING ACTIVITIES.
5.
EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED
OF IN AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF
PERMITS PRIOR TO CONSTRUCTION.
6.
ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR
APPROPRIATE AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7.
THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL
PERMITS AND LICENSES NECESSARY TO ACCOMPLISH THE WORK.
8.
CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE
AND MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE
CONSTRUCTION STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER
APPROVES THEIR REMOVAL. ANY STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF
CONSTRUCTION ACTIVITY ARE TO BE REPLACED BY A LICENSED LAND SURVEYOR ENGAGED BY
THE CONTRACTOR AT NO COST TO THE OWNER.
9.
THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY
UNDERSTOOD THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR
SUPERVISION OF CONSTRUCTION, SAFETY MEASURES TAKEN DURING THE COURSE OF
CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING THE WORK FOR INSURING COMPLETE '
COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE REQUIREMENTS, RULES I
AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING JURISDICTION OVER THE
WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER UNDERTAKES, j
ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
i
INSPECTION SCHEDULE:
1.
NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE
OWNER, THE CONTRACTOR, THE ENGINEER, AND JACKSON COUNTY.
2.
ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
3.
CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL
4.
INSPECTIONS.
REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS
FOR ADDITIONAL REQUIREMENTS AND STANDARDS.
BEFORE YOU DIG 1
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW I
PROJECT M,
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ale:
4-7-17
17 Arlington Street
I Asheville, N.C. 28801
Phone: [phone]
Fax: [phone]
I www.brooksea.com
Drawing Title:
OVERALL GRAVITY SEWER PLAN
Planning• Engineering• Surveying
-Environmental Services•
NOT FOR CONSTRUCTION
REVIEW DOCUMENTS
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GRAVITY SEWER LEGEND
BLACK BEAR LOT LINES
--- PH 2 — LOT LINE
RIGHT—OF—WAY LINE
— EDGE OF GRAVEL
EXIST. PH-2 WATERLINE
EXIST. STORM PIPE
PROP. EDGE OF ASPHALT
W W PROP. WATER LINE
BIDSS Os BNSS PROP. GRAVITY SEWER LINE
PROP. SEWER MANHOLE
+� PROP. BOULDER WALL
SANITARY SEWER NOTES
1. THE MINIMUM COVER ON SANITARY SEWER PIPE SHALL BE
3.0 FEET.
2. ALL SEWER PIPE SHALL BE PVC EXCEPT AS
SHOWN.
3. ALL SANITARY SEWER MAINS SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION
OF SEWER EXTENSION PROCEDURES, STANDARDS, AND
SPECIFICATIONS FOR NC DEQ.
4. SANITARY SEWERS SHALL BE LAID AT LEAST 10 FEET
LATERALLY EDGE TO EDGE FROM EXISTING OR PROPOSED
WATERMAINS UNLESS THE TOP OF THE SEWER MAIN IS AT
LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN
AND THERE IS A HORIZONTAL SEPARATION OF AT LEAST 3
FEET FROM THE CLOSEST EDGES OF THE PIPES.
5. THE MINIMUM DISTANCE OF THE WATER MAIN TO THE
OUTSIDE EDGE OF MANHOLES SHALL BE 5 FEET WHEN THE
SANITARY SEWER LINE IS AT LEAST 18 INCHES BELOW THE
WATERLINE AND 10 FEET UNDER OTHER CIRCUMSTANCES.
6. WHERE SANITARY SEWERS CROSS BENEATH WATER MAINS
WITH A VERTICAL SEPARATION OF 18 INCHES OR LESS, OR
WHERE WATER MAINS CROSS UNDER SEWER MAINS, THE
ENTIRE LEG OF SANITARY SEWER SHALL BE OF WATER MAIN
STANDARD DUCTILE IRON PIPE. THE WATER LINE PIPE
SHALL BE CENTERED AT THE POINT OF THE CROSSING AND
SHALL CROSS SANITARY SEWER LINES AT AN APPROXIMATE
NINETY (90) DEGREE ANGLE.
7. SANITARY SEWERS SHALL HAVE THE TOP OF THE PIPE AT
LEAST 24 INCHES BELOW THE BOTTOM OF STORM SEWER
PIPE WHEN THE HORIZONTAL SEPARATION BETWEEN THE
CLOSEST EDGES OF THE TWO PIPES IS 3 FEET OR LESS.
WHERE SANITARY AND STORM SEWERS CROSS WITH A
VERTICAL SEPARATION OF LESS THAN 24 INCHES, THE
ENTIRE LEG OF SANITARY SEWER SHALL BE OF WATER MAIN
STANDARD DUCTILE IRON PIPE.
B. DISTANCES ARE HORIZONTAL DISTANCE AND DO NOT
REFLECT THE ACTUAL LENGTH OF PIPE.
9. NC DEQ SPECIFICATIONS AND REQUIREMENTS
SUPERSEDE ALL OTHERS IN THE INSTALLATION OF THE
PROPOSED EXTENSION.
10. ALL WORK SHALL BE PERFORMED BY A NORTH CAROLINA
LICENSED UTILITY CONTRACTOR.
11. NO DOGHOUSE MANHOLES ALLOWED.
12. THE ENTIRE PERMANENT SEWER CORRIDOR EASEMENT MUST
BE FREE OF TREE PLANTINGS AND PERMANENT STRUCTURES.
13. COORDINATES ARE NC GRID NAD 83.
14. CONTRACTOR SHALL PROVIDE FIELD DENSITY REPORTS
VERIFYING SEWER BUILT IN FILL AREAS ARE COMPACTED TO
95% STANDARD PROCTOR.
15. WATER LINE DEPICTED HEREIN IS FROM APPROVED WATER
SYSTEM CONSTRUCTION PLANS. NO AS —BUILT INFORMATION
EXISTS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
EXISTING WATER LINE AND MAINTAINING MINIMUM SEPARATION.
COMMON AREA `
THE CLIFFS
PIN 7596-01-7122
MAG BEAR LAKE, LLC
D.B. 1982, PG. 444
P.C. 21, SL. 920
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PROPOSED MH9
RIM=3029.02
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CLIFFS
PROPOSED BOULDER WALL
CTFFS
COMMON AREA
THE CLIFFS
PIN 7596-01-71pp2-�,
MAG BEAR LAKE, (LlC
D.B. 1982, PG. 444`
P.C. 21, Bl. 92 \ 'v
PIN 7586-91-6340
MAG BEAR LAKE, LLC I
D.B. 1982, PG. 444 o I Z}{ • pIFFT� 1 I 1 I
P.C. 16, SL. 812
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INV IN: 3000.3
INV OUT: 3000
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INV IN: 301343
INV OUT: 30
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Project No: „ye ur
443716 BEAR LAKE RESERVE - PHASE II Mc13 Mc©'"eHoo`
�V������T Drawn: Scale:
LAKE FOREST DRIVE TAS AS NOTED D Z �� __�MOOKS Checked: ate: chi o _� z� 1 a
C-2. SANITARY SEWER SYSTEM TMM 4-7-17 a Z ��R ° o
ENGINEERING ASSOCIATES 17 Arlington Street
JACKSON COUNTY NORTH CAROLINA Asheville, N.C. 28801 uu4ud
Drawin Title: Phone: [phone]
e Planning- Engineering •Surveying Fax:[phone] NOT FOR CONSTRUCTION
GRAVOTY SEWER PLAN AND PROFILE -Environmental Services• www.brooksea.com REVIEW DOCUMENTS
File Location: L•\2016 Projects\443716 MAG Bear Lake_WW Permit Revlsians\Dwg\443717 Lake Forest Pump slatkm.dwg
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REVISIONS/SUBMISSIONS I Date
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RINORD
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-30 92HI
3
RIM=3019.23
OUT-3013.23 '\
?D 8' SEWER P
�,•
3050
3040
3030
3020
a
DdSTING GRADE mg
F
PROPOSED GRADE
3010
m o
NEW WATER MOM G
w
18° MINIMUM SEPARATION
3000
✓��io
MSTMG
GRADE
MRM
PIPE Mt NG
--
34°
MRAMUM SEPARATION
'
lF B
NEW WAT7`R LINE
9O of 8.27
2990
90"
SIZE 2.0''
IA.0 P 9
•
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STORM PIPE
9
OELEV 2980.38
157.E c17.5%
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2970
TO PUMP STATION
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HORIZONTAL SCALE: 111=30'
PROFILE V

\IL LABEL
13/1
4 - 1' DIA.
ANCHOR HOLES
PLAN
SECTION
NOTE: TWO HOLES TO BE
SPACED OPPOSITE TO
EACH OTHER IN THE OUTER
RING AS SHOWN. (HOLES
TO BE 1. DIAMETER)
MINIMUM AVERAGE WEIGHTS
RING 190 LBS.
COVER 120 IRS,
310 Les.
MD COVER WILL HAVE MACHINED SEAT AND WILL CONFORM TO ASTM A48, CLASS 35B.
AND COVER KILL BE DESIGNED TO SUPPORT AN H-20 WHEEL LOAD ALSO MEETING NCDOT
IDARD 840.54.
NSIMS MAY VARY BUT MANHOLE RING AND COVER ARE TO BE INTERCHANGEABLE W M
'Saws SHOWN.
e-INCH RINGS IN ROADWAYS MUST BE APPROVED BY ME DIRECTOR OF UTILITIES, AND
1 BE BOLTED TD WE CONE WITH FWR '-INCH DIA STAINLESS STEEL ANCHORS.
-3—� MANHOLE RIM AND LID
DETAIL
RIGHT OF WAY OR
EASEMENT LINE
CLEAN-WT
PLUG
AN
4' CONBINATION WTE AND 1/8
BEND (ONE PIECE)
0 PVC
. PIPE
PLUG
ION
SEWER LINE
COMPACTED INITIAL
BACKFILL
(NOTE 4)
A/2 A/2
3,000 P
CONCRETE
SECTION
PLACE ANCHORS AGAINST L,J
UNDISTURBED SOIL I
TRENCH N1DTH NOT TO
EXCEED O.D. I Z.
DOWN GRADIENT
PLAN
•A•
DIMENSION DIMENSIDN DIMENSION
8' DIP a I1' 2'
NOTES:
1. ANCHORS REWIRED FOR SEWERS WM SLOPES GREATER THAN 2=
2 ANCHORS SHALL BE PLACED DIRECTLY BEHIND THE BELL KITH THE
BELL FACING UPSTREAM
3. MINWUI2 SPACING: STAPES 18X TO 35R - 36 FEET
SLOPES 38S TO 5GF - 18 FEET
® PIPE RESTRAINT
"F DETAIL
EXIST. GROUND
SURFACE
— COMPACTED
BACKFILL
TRENCH MAY BE
WIDENED ABOVE
THIS POINT
NCDOT #57 STONE
NOTES:
1. 4' TYPICAL, 6' DEPTH IF IN ROCK.
2. FOUNDATION STONE REWIRED WHEN SOIL CONDITIONS ARE UNSTABLE
3. CLEAR DISTANCE NOT LESS THAN 6' OR MORE THAN 12' EACH SIDE.
4. INITIAL BACKFILL SHALL BE PLACED IN 6' LIFTS AND COMPACTED. INITIAL
BACKFILL SHALL CONTAIN NO MATERIAL OVER 1-1/2' IN DIAMETER,
FROZEN LUMPS, OR DEBRIS.
5. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
PVC BEDDING
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CAST IRON FRAME 7-1/2' RINGS
AND COVER
TOP OF PAVEMENT
MORTAR
24'�
DONUT —GRADE LEVELING
RINGS CAN BE USED TO RAISE
MANHOLES. 4' DIAMETER PRECAST ECCENTRIC
PRECAST SECTIONS MUST BE or CONCENTRIC TOP
USED WHEN RAISING MANHOLES
1 F0OT OR MORE.
RING AND COVER TO BE BOLTED
TO CONE WITH FOUR 3/4' DIA.
APPROVED STAINLESS STEEL
EXPANSION CONCRETE ANCHORS
UNLESS UNDER PAVED AREA.
MANHOLES SHALL HAVE PRECAST
INVERTS FOR MAIN LINES
VARIES
EACH LATERAL CONNECTION SHALL
HAVE A PRECAST INVERT IN THE
SHELF DIRECTING FLOW AND
FALUNG INTO TROUGH
INVERT DEPTHS AND WIDTHS ARE
TO BE OUTSIDE DIAMETER OF PIPE.
NO STEPS IN MANHOLES.
FLEXIBLE SLEEVE
(SEE DETAIL 5-10)
NOTES,
1. PRECAST MANHOLE SHALL CONFORM TO ASTM C478. WITH AASHTO
M198 BUM SEALS BETWEEN JOINTS AND 6' ADHESIVE BUM TAPE
ON THE OUTSIDE OF JOINTS.
2. MANHOLE RIM SHALL BE FLUSH WITH PAVED SURFACES AND LAWNS
AND 2 TO 3 FEET ABOVE GRADE IN UNIMPROVED AREAS.
3. SEE DETAIL S-9 FOR PRECAST MANHOLE INVERTS.
4. MANHOLES SHALL BE BEDDED ON STABILIZATION STONE AS NEEDED
OR AS DIRECTED BY INSPECTOR OR SOIL ENGINEER.
44 MANHOLE
"� DETAIL
I
0
6' LATERAL 4' LATERAL
D.D.
MIN. S
0.5'/FT.LOPE
6' LATERAL (� _ — 4' LATERAL
NOTES-
1. O.D. = SEWER MAIN OUTSIDE PIPE DIAMETER. (MIN. B INCHES)
P. MANHOLES SHALL HAVE PRECAST, 4000 PSI CONCRETE INVERTS.
INVERT DEPTH = OUTSIDE DIAMETER OF PIPE
NVERT MOTH — OUTSIDE DIAMETER OF PIPE
3. EACH LATERAL CONNECTION SHALL HAVE A PRECAST INVERT
DIRECTING FLOW IN THE DIRECTION OF THE SEWER.
INVERT DEPTH OUTSIDE DIAMETER OF PIPE
INVERT WIDTH = OUTSIDE DIAMETER OF PIPE
2 MANHOLE INVERTS
T G DETAIL
RIGHT OF WAY OR
1 EASEMENT LINE (TIP.)
CLEANOUT
(PER DETAIL 5-15)
i
a
STANDARD 4' OR 5' MANHOLE
(SEE DETAIL S-1)
4' SCH 40 PVC
OR D.I. PIPE
CONCRETE TROUGH TO BE BUILT TO DIRECT
VARIES FLOW FROM LATERAL CONNEC110N TO
EFFLUENT PIPE
PLUG AS PER
SEWER CONNECTION
DRAWING (5-15)
4' OR 6' SCH 40
PVC OR D.I. PIPE
MIN. 1% SLOPE
COMBWATION WYE
FLEXIBLE BLEEVE
AND 1/8 BEND
(PER DETAIL 5-10)
SECTION
5 LATERAL TO MANHOLE
DETAIL
C
TOP
TOM
BDTEs.
1. LOCATE CLEAN -OUT AT
ROW OR EASEMENT UNE
2. DO WI INSTALL C.O.
—
INSIDE A FENCE
3. IF LATERAL HAS LESS
THAN 3' OF COVER,
LATERAL MUST BE DIP_
I
WYE. TEE OR
4. LATERAL MUST BE
TEE/WYE AT -
INS TALLED PERPENDICULAR
45' ANGLE
TO MAIN AND EXTENDED TO
THE ROW OR EASEMENT
UNE
cln STREET5.
NO TAPPING SADDLES
ALLOWED FOR NEW
STANDARD C
CONSTRUCTION. IF USED
OTHER'MSE, SADDLE SHALL
BE ROMAC INDUSTRIES STYLE
CS DR EQUAL TO.
B. USE TEE/WYES FOR PVC
PIPE
7. NO TAPPING OF CLEANOUT
RISER, CONNECTION MUST BE
MADE AT THE PLUGGED END.
45' BEND
MIN. 1R
M1
O
s LATERAL
Q ` DETAIL

0
0
PROPOSE\
WET WELL,\
PROPOSED
12' GATE VALVE BOX
\� V
BACK FLOW PREVENTOR '
FROST PROOF HYDRANT W/ HOSE
CONNECTION. SEE SHEET C-3\.2 FOR DETAIL
% T4tl/B =Z97Q
/ CONCRETERAD `
�.
SECURITY/SCREENING FENCE
/ = 2978�—
B
NEMA 4X ALARM STROBE
BEACON LIGHT
(TOP OR 510E MOUNT)
NEMA 4X ALARM HORN
WITH AUTO RESET
NEMA4X
NEMAIR
DUPLEX CONTROL
ENCLOSURE
WITH
PANG-
AUTOMATIC
TRANSFER
swnCH
PROPOSED MANHOLE
INCH INFLUENT
(2980'
R
'
Z WITCH
PROPOSED WALL
1BY OTHERS
TWBW
POLE LIGHT
PUMP STATION - LAYOUT
DETAI L scaLE: 1" =10'
NEMA 3R
ENCLOSURE WITH GALM ED END
FUSEABLE NAP
15,8° GALVANIZED STEEL
UNISTRUT EQUIPMENT MOUNTING.
FOR
NG.
PROVIDHARDWARE AS
PROVIDE HARDWARE AS
REQUIRED (SEE DETAIL)
a' 3000 PSI CONCRETE PAD
WITH REINFORCING WIRE
S'ODMRACTED
GRAVEL PAD.
EXTEND 2' MOM
PERIMETER OF
SECURITY PENCE
60 I8 CONCRETE
BALLAST (MINIMUM)
EACH LEG
a CONTROL PANEL
DETAIL
3' GALVANIZED PIPE
UNISTRUTPIPE
BRACKET
UNISTRUT PIPE
BRACKET
1.5/9' GALVANIZED ATTACHMENT BOLT
UNISTRUT CHANNE
UNISTRUT ATTACHMENT DETAIL
SCALE: NIS
CONTROL PANEL REOUIREMENTS
1. Hand -off -automatic (H-O-A) switches
2. Manual disconnect at breaker.
3. Pump event counter.
4. Pump elapsed time counter.
S. Magnetic motor contractor.
6. Control drat fuse.
7. Alarm drat fuse.
8. Float switch terminal block
9. Orcuit breaker for each pump.
10. Circuit breaker for for the alarm/conbol circuit.
11. NEMA 4Xalarn strobe beacon.
12. NEMA 4X alarm horn w/ auto reset.
13. NEMA 4X exterior horn test/non--silence switch
14. Ground lug.
15. 2lockable hasps.
16. Dry Contacts for Pump Run Status, Pump Fault and Wet
Well High Alarm.
17. Telemetry drat fuse.
18. 310-1
0
lt electrical ground fault Ntertuptable receptacle.
19. Name and Contact information of 24-hour service provider
20. Telemetry System
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2' EXPANSION JOINT
T CHECK VALVE
6 FT INSIDE DIAMETER WET WELL W/
2' GATE VALVE
BILCO MODEL JD-1AL H2O ACCESS
RANGM45°BEND
HATCH DOOR CAST INTO COVER
2' x 2' x 3' TRUE WYE
(48-x3O' OPENING)
2'BYPASS
G.V.
V
�2°
2'X3° MJ. TEE FOR BYPASS
HOMA PUMPS (DUPLE7Q (LOCATE PER
MANUFACTURERSRECOMMENDATION)
°•°
�3, STAINLESS STEEL FORCEMAW
�-3' MEGAWG MEOMICALJOINT
(TRU-OUAL) FOR STAINLESS
2' STAINLESS RG _E DAMPENED STEEL TO PVC CONNECTION
SWING CHEIX VALVE WITH
STEEL SIDEARM
fik6' PRECAST VALVE VAULT SECTIDN-
CONCRETE W/ BILCO MODEL JDAAL H2O
ACCESS HATCH DOOR CAST INTO COVER
'x60' OPENING)
6D
ACCESS HATCH 48'x30' SILCO
MODELJD-1ALH2O OR —\_ .aIXLTP
APPROVED EQUAL T I ramTOID
SEAL WATER TIGHT
PIPE VENT SEE DETAIL 3
SHEET DTA
STAINLESS STEEL CABLE HOLDER -
LIQUID LEVEL REGULATORS -
POWER CABLE (NON -WICKING) -
LIFT CHAIN (STAINLESS STEEL) —
GUIDE RAILS - 2' DIAM.
STAINLESS STEEL
6 FT INSIDE DIAMETER WET WELL WITH
6.INCH MINIMUM WALL THICKNESS -
B' INFLUENT PIPE FLEXIBLE_
CONNECTOR
EL=2963.2'
W/PRECAST BOOT eSS.
STRAP
AUDIBLE ALARM 'ON' -EL= 2943.2'
LAG PUMP 'OW -EL.- 2962.T -
LEAD PUMP 'ON' EL.- 2691.2•
PUMP'OFF'- EL=3¢g' -
B0T7-OM OF WERNELL- EL= 2 S8. ' -
2' BYPASS W/
2' G.V.
iY 2'x3° GATE VALVE
(WITH NUT) IN VAULT
�-2'x3° M.1. TEE FOR BYPASS
VALVE 3'MEGAWG MEQIAN[CAL]OlM
(TRU-DUAL)PoR STAINLESS
STEEL TO PVC CONNECTION
SLOPE FLOORTO
DRAIN W4TH GROUT
N4DRN RAWER 2'EXPANSION JOINT
VALVE STAB[I37AT[ON STONE B45E
SMITH MODEL
2020-A-BFV
MODEL HOMA PUMP MODEL GRP 16/10 1.6 H.P., 230 VOLT, CHASE
+'IN R O IIR M NT OPERATING POINT
21 GPM 25 GPM
125 TDH '130 TOM
AINlE55 STEEL PIPING NOTE:
1. WETWELL BASE THICKNESS SHALL BE NO LESS THAN 1.0 FEETTO
ACCOUNT FOR BUOYANCY.
SCHARGE ELBOW 2 VERIFY ELECTRICAL VOLTAGE AVAILABILITY BEFORE ORDERING
Vlfill GROUP PUMPS.
3. VERIFY TOP ELEVATION MATCHES FINISH GRADE ELEVATIONS OF
THE PUMP AREA BEFORE CONSTRUCTION. NOTIFY ENGINEER OF
-12' THICKENED BASE Po0. BUOYANCY DIFFERENCE IF ANY.
4. ALL HARDWARE IN WETWELL NUTS, BOLTS, ETG SHALL BE
STAINLESS STEEL ALL METAL EMBEDDED IN CONCRETE MUST BE
COATED WITH BITVMASTIC
S. MINIMUM GENERATOR SIZE FOR THE PUMP STATION IS TO BE AT
LEAST 10 KW
CROSS SECT/ON A —A
� PUMP STATION - HOMA DUPLEX
DETAIL
llgTi
c-
(�Oxn,uL��-K ,fin. � sawn vau � n
v.•mevar
s BILCO J-ALH2O HATCH COVER
T "' DETAIL
6' MAX. HEIGHT
rz mw 3° GALVANIZED PIPE —
STANDARDS
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Project No:
443716
BEAR LAKE RESERVE - PHASE II
LAKE FOREST DRIVE
/��� � f.�,
MC13
1 MCB
Dra.
TA5
Saale:
AS NOTED
Checked:
ate:
C-3.2
SANITARY SEWER SYSTEM
M�OOKS
TMM
4-7-17
17 Arlington Street
ENGINEERING ASSOCIATES
JACKSON COUNTY NORTH CAROLINA
Asheville, N.C.28801
Drawing Title:
Planning• Engineering• Surveying
Fax: [phone]
PFax: 1- 28-232-13310
I
PUMP STATION DETAILS
-Environmental Se
www.brooksea.com
File Location: L\2016 Project.\443716 MAC Bear Lok._WW Permit Revisions\Dwg\443717 Lake Forest Pump .lalian.dwg
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NOT FOR CONSTRUCTION
REVIEW DOCUMENTS
.umber with a trlongle Indicates changes made on this skeet

4" DUCTILE IRON PIPE 90' BEND
JOINT CONNECTION.
AD WITH SCREENING CLAMPED
-EN GLAND AND 9D° BEND FITTING.
CONCRETE LID TO PUMP WELL
VT RETAINER GLAND
WET WELL VENT
IR9 DETAIL
2 GATE LATi
" DETAIL
12'-0" OP'G
aAMPS TO SUIT
(2) 6'-0"(NOM) LEAVES
TYPE OF POST USED
Fv2'-UNE
POST
STANDARD END PANEL
TRUSS RODS WITH STANDARD END PANEL
TURNBUCKLES
3'-;•
BOTTOM OFFENCE
CONCRETE
i
�/
2-1/2"a GATE POSTS NOTE:
WHEN GATES ARE INSTALLED ADJACENT
�����
0"
GROUND LINE
TO CORNER OR END PANELS, INSTALL
TRUSS RODS AS IN PULL POST
ASSEMBLIES.
DOUBLE PANEL GATE
5 TYPICAL T
DETAIL
L =5 HOLE D1EIX GATE VALVE
VALVE
FREEZElESS YARD HYDRANT FIBERGLASS
SENCLOS
ASSEMBLY 3l•3/3• FIBERGfA55 ENCLOSURE
EON.TRIO(
CONG SPLASH PAD FTNLBNm GRADE
6"WA mSTONE
WASHED FOR DRAINAGE
3'-0" MIN. BURY
TO
f11MPACTED
WASHED SCONE FAR1H
FO0. 0RA E STONE
SUPPLY DNE
MF
�Tr=��j 1
7 FREEZELESS YARD HYDRANT AND
TjBACK FLOW PREVENTER DETAIL

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D.s[gr'd: e ..d: .... . ............... No. REVISIONS/SUBMISSIONS Date
MC8 MCI3 5R PERM1T SUBMISSION .4/7/1
F,.7j.t N,.
9R-1
Dr.-: 1 41
443716 BEAR LAKE RESERVE PHASE 11 'NOTED
TAS AS
;U 0
LAKE FOREST DRIVE mocked: Dots: 0
TMM 4-7-17
SANITARY SEWER SYSTEM W�00KS
-4.0 ENGINEERING ASSOCIATES 17 Arlington Street
IACKSON COUNTY NORTH CAROLINA Asheville, N.C. 28801
Drawing Title: Planning- Engineering- Surveying Phone: -828-232-4700 OR CONSTRUCTION
Fax: [phone] NOT F
FORCEMAIN PLAN +Environmental Services - www.brooksea.com REVIEW DOCUMENTS t,j.roll 11dielte, 6orge, re.d. -blet
He Location: L:\2016 Pr.je.t.\443716 MAG Bl,r Lak,-WW Permit R-W.rs\D�,,\443717 L,k, Forest Pump st,11or.dwg

FORCEMAIN LEGEND
BLACK BEAR LOT LINES
PH 2 - LOT LINE
RIGHT-OF-WAY LINE
— -._.— — — — — EDGE OF GRAVEL
EXIST. STREAM
PHI-WL -- EXIST. PH-1 WATERLINE
PH2-1'a EXIST. PH-2 WATERLINE
z-M EXIST. PH-2 FORCEMAIN
EXIST. STORM PIPE
�— p_FU.— P-FM — PROP. FORCEMAIN
t4 ARV PROP. AIR RELEASE VALVE
� FOO PROP. FLUSH
ISO PROP. ISOLATIONCLEANOUT
VALVE
FORCEMAIN NOTES
1. TOTAL LINEAR FOOTAGE OF FORCEMAIN: 3747
2. THE MINIMUM COVER ON FORCEMAIN PIPE SHALL BE
3.0 FEET.
3. ALL FORCEMAIN PIPE SHALL BE PVC EXCEPT AS
SHOWN.
4. ALL FORCEMAIN PIPE SHALL BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION
OF SEWER E%TENSION PROCEDURES, STANDARDS, AND
SPECIFICATIONS FOR NC-DEQ.
5. FORCEMAINS SHALL BE LAID AT LEAST 10 FEET
LATERALLY EDGE TO EDGE FROM EXISTING OR PROPOSED
WATERMAINS UNLESS THE TOP OF THE SEWER MAIN IS AT
LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN
AND THERE IS A HORIZONTAL SEPARATION OF AT LEAST 3
FEET FROM THE CLOSEST EDGES OF THE PIPES.
6. WHERE FORCEMAINS CROSS BENEATH WATER MAINS
WITH A VERTICAL SEPARATION OF 18 INCHES OR LESS, OR
WHERE WATER MAINS CROSS UNDER FORCEMAINS, THE
ENTIRE LEG OF FORCEMAIN SHALL BE OF WATER MAIN
STANDARD DUCTILE IRON PIPE. THE WATER LINE PIPE
SHALL BE CENTERED AT THE POINT OF THE CROSSING AND
SHALL CROSS FORCEMAIN LINES AT AN APPROXIMATE
NINETY (90) DEGREE ANGLE.
7. FORCEMAINS SHALL HAVE THE TOP OF THE PIPE AT
LEAST 24 INCHES BELOW THE BOTTOM OF STORM SEWER
PIPE WHEN THE HORIZONTAL SEPARATION BETWEEN THE
CLOSEST EDGES OF THE TWO PIPES IS 3 FEET OR LESS.
WHERE SANITARY AND STORM SEWERS CROSS WITH A
VERTICAL SEPARATION OF LESS THAN 24 INCHES, THE
ENTIRE LEG OF SANITARY SEWER SHALL BE OF WATER MAIN
STANDARD DUCTILE IRON PIPE.
8. DISTANCES ARE HORIZONTAL DISTANCE AND DO NOT
REFLECT THE ACTUAL LENGTH OF PIPE.
9. NC-DEQ SPECIFICATIONS AND REQUIREMENTS
SUPERSEDE ALL OTHERS IN THE INSTALLATION OF THE
PROPOSED EXTENSION.
10. ALL WORK SHALL BE PERFORMED BY A NORTH CAROLINA
LICENSED UTILITY CONTRACTOR.
11. CONTRACTOR SHALL PROVIDE FIELD DENSITY REPORTS
VERIFYING SEWER BUILT IN FILL AREAS ARE COMPACTED TO
95% STANDARD PROCTOR.
EXISTING PUMP
= PS-3% STATION (TYP)
O tl
EXISTING TREATMENT
1 SYSTEM
f
\' 36+00I\\�-
1
IXISTING FORCEMAIN \
\ PROPOSED CREEK CROSSING 4'
\ t.\ TO BE JACK AND BORE WITH _--- ,I
D.I.P. SLEEVE
� n � \ % � $�'4. \` L^` `--jai � i•4�' 9'•
„� r-_J
� I
WELL
P2-1...
WELL P2-1
i
PROPOSED CREEK CROSSING
TO BE JACK AND BORE WITH
8" D.I.P. SLEEVE
EXISTING DRIP
DRAINFIELDS �7 `�1`Iyi'910
Jb
t 748
{ 747 /
746
BE JA
D.I.P.

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Project No:
358211
BEAR LAKE
PHASE II
NON -DISCHARGE SYSTEM
TUCKASEGEE NORTH CAROLINA
l,
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BRWKSTAS
E N G I N E E R I N E3 ASSOCIATES
Designee:
MCB/PES
Reviewed:
Mca
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q NORTH Nv
CAROLINA n
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CA'
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9P!j c ea�o
No.
REVISIONS/SUBMISSIONS
Date
t
PERMIT AMENDMENT - INITIAL sUBMITfAL
05-10-11
N-1
Drawn:
scale:
AS NOTED
Checked:
MCB
Dace:
01-28-11
lin ton Street
17 Arlington
Asheville, N.C. 28801
Phone: [phone]Fax:[phone]
www.brooksea.com
Drawin Title:
SITE LAYOUT
Planning •Engineering •Surveying
•Environmental Services•
FINAL DRAWING - DO NOT USE FOR CONSTRUCTION
---__---._....e
--------
I
Rerision/SebMmian
number .ith o o-mngie Indicates thong,, made
on this sheet

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TM STANDARD EXCAVATION ,rmi MN
a•Nw Tx®mrovr
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STANDARD EXCAVATION
IN WET CONDITIONS
4 RISERJRUNNERS READ
FOR STANDARD SPACERS
MAC
OVERCUT EXCAVATION UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
NOTES:
1. CONSTRUCTION OFTRENOHES SHALL BE M ACCORDANCE WLM THE UTESTOSHA REGULATIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WDH ALL APPLICABLE REGULATIONS.
L NO BWLDERS OR STONES IN EXCESS OF 2- M SIZE SHALL BE USED AS PART OFTHE MITIAL BAOQ-TLL
3. BELL HOLES NOT SHOWN.
4. PIPE BEDDING MATERIAL SHALL CONSIST OF NATURAL GROUND; FREE OF RO > 2'. FROZEN GROUND,
ORGANICTATTEROROTHER DELETERIOUSMATERIAL.IFUNSUITABLEMATERIALORRO MPRESENTM
THE TRENCH BOTTOM OR SIDE WALLS, AN ADDITIONAL 3-SHALL BE EXCAVATED AND SHALL BE PEP=ED
WITH GRAVEL OR CRUSHED STONE MEETING REQWREMENTS OFASTM C-33, GRADATION >6] (3/4' TO NO.
4) OR BE ATYPE I OR D mR.
TYPICAL PIPE TRENCH
t"` DETAIL
HOPE CASING PIPE
THICLINEAsmaFLED
ON SEWER PROFRE DINGS.
CARRIER PIPE HOPE
_ PIPE CLASS sPECIFLED
ON DINGS. - CENTERED
IN CASING PIPE
INVERT ELEVATIONS
AND GRADES SPECIFL�D
ON SEWER PROFILE DWGS.
SPACERS B RUNNERS
PLACED 10' O.C. AND
NOT MORE THAN 2-
FROM EACH END OF
CASING PIPE -
(MODi CCs M GAUGE
s AMLESS STEEL
CASING SPACERS AS
MANUFACTURED BY
CASCADE WATERWOR
MFG. CO.OR APPROVED
EQUAL)
ENDSCFC5 G
TO HAVE MASONRY
SEAL WITH B'THICXNEES
MINIMUM
BALL VALVE —
FLOW
A/2
3,000
CONCRETE ccccrr
ES
PLACE ANCHORSAG
UNDISTURBED SOIL
EXCEED D.D.TH N TO
NOT TO
EXCEED O.+ 2'.
DOWN GRADIENT
P
'A'
DIMND01
NOTES:
1. ANCHORS REQUIRED FOR SE
Z ANCHORS SHALL BE PIACEI
BELL FAGNG UPSTREAIL
3. YIMNUM SPACING SLOPE'
SLOPES
2 PIPE R
'7 `" DETAIL,
PLAN VIEW
NOTES:
1. ALL PIPE AND VALVE MATERIALS TO I
2. SUBSTITUTE APPROPRIATELY SIZED'
3. 12" MINIMUM DEPTH OF RAILROAD B
OF 12" OUTSIDE MANHOLE.
4. MAINTAIN 3.O' OF COVER OVER SEINE
BORE ENCASEMENT s AIR RELEASE
DETAIL "s "` DETAIL

1
,I
A
DINEN9oN DINEN90N
I 2.
CARRIER PIPE
Its WITH SLOPES GREATER THAN z0[
JIBEOILY BEMWD THE BELL WTH THE
18% TO 35% - 35 FEET
16% TO 5OX - 18 FEET
FANKEBCGVER
VAL-MATIC VM8001• COMBO AIRNAC VALVE. REFER TOM SHEETS.
36' TRAFFIC RATED CONCRETE VAULT WITH 24• STEEL
MANHOLE RING AND COVER - 4.5' DEEP _ _
BALL VALVE
FLOW
6• STONE BASE (#57 WASHED
OR EQUAL)
12•
MIN.
VAL-MATIC VM8001' COMBO AIRIVAC VALVE. REFERTO M SHEETS.
36' TRAFMANHOLEFIC
RATED
CONCRETE
COVER DEEPVAULT W� STEEL
SCH 40 FORCEMAIN
—SCH. 40 BALL VALVE
SCH EE55ARY TO SUNION
CUUP ORT ARV.USE BRACKETS
AS N
-SCH. 40 BALL VALVE
140 PVC PIPE.
S WHERE LINE S.IS DIFFERENT FROM WHAT LS SPECIFIED IN THE DETAIL
T STONE AT THE BOTTOM OF THE MANHOLE FOR DRAINAGE. EXTEND A MINIMUM
ALVE ASSEMBLY
1
\ STNNlF5551EEL V5ING5P0ID4 11
1 PERlO1NT OF OJIWERFlPE j
TIYPICAL)
i
u
NnDF ENCASEMENT
ZN.k
POSITIONING-.
Jv
CD,au :POSRIm CENTEROF'
CA9NG. STAwc W[iH O`O` OP
SPACE AVAlIA61E EO0. OTHER USES.
s JACK AND BORE
" DETAIL
6.aovm
THREADED END PIECE.
VERTICAL BALL VALVE.
36' TRAFFIC RATED CONCRETE VAULT WITH STEEL
MANHOLE RING AND COVER - 4.5' DEEP
GATE VALVE
O STONE BASE (#57 WASHED
OR EQUAL)
u•
MIN.
36- MANHOLE TRAFFIC
G AND COVERCONCRETE
45ADEEPULT W� STEEL
FLOW
2" SCH 40 FORCEMAIN
2' GATE VALVE
2" VERTICAL BALL VALVE
2' GATE VALVE
PLAN VIEW
NOTES:
1, ALL PIPE MID VALVE MATERTALS TO BE SCH 40 PVC PIPE.
2. SUBSTITUTE APPROPRIATELY S12ED VALVES WHERE LINE
SIZE IS DIFFERENT FROM WHAT IAILROADS SPECIFIED IN THE DETAIL
STONE AT
3. INM"BOTTOM OF TONE MANHOLE FOR DRAIEALNAGE. EXTEND ATHE
MINIMUM OF 12" OUTSIDE MANHOLE.
4. • MAINTAIN 3.9 OF COVER OVER SEWER PIPES
e FLUSHING CLEAN OUT ASSEMBLY
�" DETAIL
O pp6S 610 O
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FORCEMAIN LEGEND
—
— BLACK BEAR LOT LINES
--- - - - -
- PH 2 - LOT LINE
— — —
— RIGHT-OF-WAY LINE
— — — -- — —
— EDGE OF GRAVEL
- • • — •
- EXIST. STREAM
-- r-w-ra
EXIST. PH-1 WATERLINE
FN2-wl. -
EXIST. PH-2 WATERLINE
EXST. PH-2 FORCEMAIN
--_----------'-=�
EXIST. STORM PIPE
— PiH — P-N
— PROP. FORCEMAIN
D4 ARV
PROP. AIR RELEASE VALVE
D4 FW
PROP. FLUSH CLEANOUT
D4 w
PROP. ISOLATION VALVE
2870
2880
i
I
2e90
2840
28"
2820
2810
28M
2290
U 1
= I PROPOSED JACKAND BORE—^
U7 a UNDER CREEK OUTSIDE OF CULVERT
'v� x
rf I`
.0 0°Ja i il, l 'Il ub
--
`I-i o+LZ PROPOSEDI
s-zr, 511,
V11-11-11
••��A�LPAPPROXIMATE MAz_T_EM L—CATrn—zNOF
E%ISTINGORC'
VNOOUROE
Y
APPROXIMATE LOCATION OF WATER
--ER LINE
_—
VJ \SN_EYED
MAINTAIN 10'HORIZONTAATIO_]
-
ti
u T,�
c8
PLAN VIEW
� �
J�
I
L
n
JJ
Z
_
LJ
G
PROPOSED
CLEANOUi
FLUSH
VALVE
EXISTING
GRADE
—
PROPOSED
AIR
PROPOSED 3' SCH 40
RELEASE
VALVE
PVC FORCEMAIN
--
__
_-
__
__-
_
-
}
E MECHANICAL JOINTS US
AT HDPE/PVC CONNECTIONS
F
WITH CONCRETE COLLAR
3°HPDE FORCEMAIN
USE MECHANICAL JOINTS
—
'
AT HDPE/PVC CONNECTIONS
WITH CONCRETE COLLAR
PROFILE VIEVi�

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VERTICAL SCALE: 1"=10'
Desi9nod: viewed:
Project No: Mce MCB
443716 BEAR LAKE RESERVE -PHASE II /��� � f1� Drawn, Scale:
S
NOTED
LAKE FOREST DRIVE TMked: 4-
Checale:
SANITARY SEWER SYSTEM TM 4-7-17
E N O I N E E R I N O ASSOCIATES 17 Arlington Street
JACKSON COUNTY NORTH CAROLINA Asheville, N.C. 28801
828-2324700
Drawing Title: 9 9 9 Surveying Phone[phone]
Planning •En ineerin •Surve in Fax: [phone]
FORCEMAIN PLAN & PROFILE -Environmental Services• www.brooksea.com
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REVIEW DOCUMENTS
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Revisian/6ubmissi,n number with a triangle Ndmte, changes mad, m this sheet

FORCEMAIN LEGEND
-� BLACK BEAR LOT LINES
-------PH2-LOT LINE
-- — — — RIGHT-OF-WAY LINE
— — — — — — — EDGE OF GRAVEL
-.—••—•—••-EXIST. STREAM
PW-vn EXIST. PH-1 WATERLINE
PH2-11L EXIST. PH-2 WATERLINE
2_fu-2-rv— EXIST. PH-2 FORCEMAIN
__----------_� EXIST. STORM PIPE
P-PR — P-FY — PROP. FORCEMAIN
pd ARV PROP. AIR RELEASE VALVE
DC FC0 PROP. FLUSH CLEANOUT
pd ISO PROP. ISOLATION VALVE
2870
2860
285o
289D
200
2820
2810
28a
6\
oy
\ \yF`�`' ° •l���'�/ PROPOSED FORCEMAIN
I_ \ `� \ Opp •i'F16�9g5L
t
EXISTING STORM PIPE
0
o.
i
4g6• d 7,tiVg6 Nd \ I 1��+� _`� � e���., ��61 ♦v ✓ w / d�3,N
'�.p\ •3�6,905L � °m+�
� I,
APPROXIMATEL
v�acMh S o Cl" � i y..Zdd' aCrcai�a
°04t9'
MAINTAIN 10' I
ONnp�i'//
M^6�'W3 �-9rC-=JET /`J-�!" /
N3�S \p50Z�
496.E 'Z V30 .
1
PLAN VIEW
I
I
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r
u
Q D1A
18.0•
C
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u
P�
=
a
PROPOSED
3" SCH
40 PVC
FORCEMAIN
EXISTING GRADE
\
280.
IAv18.0
If
_
_ _-
_-
D
05.2
=tao•
_
E--
MAINTAIN I2"CLEARANCE
ALL STOWATER CROSSINGS
RM
_-I_
-
ON
P
P-FM
M
_.
_
FIW
16+00
16+50
17+00
17+50
18+00
2790 �,
11+00
PROFILE VIE

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VERTICAL SCALE: 1 "=10'
MCB MCB
rDrawing
No: /� Draw": saala:
16 BEAR LAKE RESERVE -PHASE II �� - �'—�' TAS AS NOTED
LAKE FOREST DRIVE C"eCke" °t`
SANITARY SEWER SYSTEM
1\v TMM 4 7-17
_4 2 W14131NEEWRINUASSOCIATES
17 Arlinglan Street
—r Asheville, N.C. 28801
JAMSON COUNTY NORTH CAROLINA Phone: [phone]
Title: Planning• Engineering• Surveying Fax:[phone]
RCEMAIN PLAN &PROFILE -Environmental Se
www.brooksea.com
File Location: u\=6 Projeals\447716 MAD Bear Lake—ww Permit ReNsions\Dwg\44]717 Laka Forest Pump
statl°n.dwg
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8o0ks�2
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NOT FOR CONSTRUCTION
REVIEW DOCUMENTS
Date
6edsioa/wemtsmm num°v .an a viaade mdrome, anon9es made as tnm sheet

FORCEMAIN LEGEND
BLACK BEAR LOT LINES
--------PH 2- LOT LINE
RIGHT-OF-WAY LINE
— — — — — — — EDGE OF GRAVEL
- — • -EXIST. STREAM
PW-Ya EXIST. PH-1 WATERLINE
PH2-WL EXIST. PH-2 WATERLINE
—2-M-2-ra—EXIST. PH-2 FORCEMAIN
_� EXIST. STORM PIPE
�- P-FM — P-FM — PROP. FORCEMAIN
>4 ARV PROP. AIR RELEASE VALVE
DG FCO PROP. FLUSH CLEANOUT
Dq ISO PROP. ISOLATION VALVE
2920
2960
2950
2940
29M
2920
2910
29M
28%
2880
r
I i i
_ i I
i
I
I
EXISTING WATER VALVES
SURVEYED BY PRO]ELT SURVEYOR I
MAINTAIN 30' HORIZTAL SONEPARATION
s
?mn n mAv
z
roe mmi maa
i
y
L\iF� 'yI_J'1P
br.OZ'd
�� � /, i"("�l/>j/,.,r.��i/'t\y/ �'•`�=s) i / / � �m qqq�� „1� �"� ,tll-�a o I",� i
�Ira�§�� j'I J +0o I l / / / / eaV / .,,•.� r�\. APPROXIMATE LOCATION OF WATER LINE oOs
a`p (NOT SURVEYED) mi,So
�I'I� 1 �,,,• / / /:•C°\ MAINTAIN 10' HORIZONTAL SEPARATION " $
11 1 / \ a?aa
m�z
PLAN VIEW
PROPOSED PUMP STATION
WET WELL
P
\
=290.
IAeld
\p
\
�n
29310
?
\
MAINTAIN 12" CLEARANCE
ON ALL STORMWATER CROSSINGS
\
\
PROPOSED 3"
SCH 4C�
\
EXISTING
GRA
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k
29aes,�
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i
PROFILE VIEVW

� 1 1
\oaoF wAT
p
Mr. William H. Clark, President
Bear Lake Reserve Owners Association
559 W. Main Street
Sylva, North Carolina 28779
Dear Mr. Clark:
c
;arolina Department o
►c ae F. Easley, Governor
WilI 1G. Ross Jr., Secretary
nvirohni n end Natural Resources
OCT 3 1 2007 1 Coleen H. Sullins, Director
Divigion of Water Quality
VdATER CUALI Y PECTION
October 29'`20Q7 ASHEVILLE_ REG .'
_OFFICE
Subject: Permit No. WQ0030038
Bear Lake Reserve Phase II
Pressure Sewer Extension
Jackson County
In accordance with your request for modification received October 16, 2006, and subsequent
additional information received November 1, 2006, February 9, 2007, July 25, 2007, September 24, 2007,
and October 22, 2007, we are forwarding herewith Permit No. WQ0030038 dated October 29, 2007, to
Bear Lake Reserve Owners Association for the construction and continued operation of the subject
wastewater collection extension. This permit shall be effective from the date of issuance until rescinded,
shall void Permit No. WQ0030038 issued August 4, 2006, and shall be subject to the conditions and
limitations as specified therein.
Please pay particular attention" to Permit. Condition 3' which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0400 or
any individual system -wide collection system permit issued to the Permittee.
Permitting of. this project does not constitute an acceptance of -any part of the project that does
not meet 15A NCAC 2T .0300; the Division of Water Quality's (Division) 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.
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.
This permit modification is subject to the new 15A NCAC Chapter 2T administrative rules.
Previously permitted sections comply with the outdated 15A NCAC Chapter 2H administrative rules.
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://www.ncwaterquality.org
Njo'%rthCarofin/a 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
d YaturQLLry Telephone [phone] Fax [phone]% recycle& 10% post -consumer paper

Mr. William H. Clark
October 29, 2007
Page 2
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Bennie Goetze, Jr., P. E. at [phone] extension
375.
Sincerely
1 Coleen H. Sullins
cc: Jackson County Health Department
�egfi li9f�fice Water Quality Section (Permit WQ0029233)
Mr. Shawn Lynch, P. E., Brooks & Medlock, Engineering, PLLC, 17 Arlington St., Asheville, NC 28801
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH,
WASTEWATER COLLECTION 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
Bear Lake Reserve Owners Association
Jackson County
FOR THE
construction and operation of a pressure sewer collection system consisting of 76, 9 - 15 GPM pump
stations with simplex pumps, on -site audible and visual high water alarms and separate 500. gallon
emergency storage tanks; 38, 9 - 15 GPM pump stations with duplex pumps, on -site audible and visual
high water alarms and separate 1250 gallon emergency storage tanks (to serve condominium units);
approximately 2,964 linear feet of 1.5-inch pressure sewer; approximately 4,980 linear feet of 2-inch
pressure sewer; approximately 6,523 linear feet of 2.5-inch pressure sewer; approximately 3,740 linear
feet of 3-inch pressure sewer; approximately 4,455 linear feet of 4-inch pressure sewer; a 27 GPM pump
station .(#5) with duplex pumps and on -site audibletand visual high water alarms, telemetry and on -site
standby generator and approximately 950 linear feet of 2-inch force main; a 33 GPM pump station (#6)
with duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby
generator and approximately 475 linear feet of 2-inch force main; a 30 GPM pump station (#8) with
duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby
generator and approximately 1,320 linear feet of 2-inch force main; a 49 GPM pump station (#9) with
duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby
generator; and approximately 900 linear feet of 3-inch force main, and approximately 4,445 linear feet
of 4-inch force main; and modifications to PS#3- listed below to be a 263 GPM pump station with duplex
pumps and on -site audible and visual high water alarms, telemetry and on -site standby generator and
approximately 1.00 linear feet of 4-inch force main to serve Bear Lake Reserve Phase II, and the
discharge of 84,940 GPD of collected wastewater into the Bear Lake Reserve's existing sewerage
system, pursuant to the application received October 16, 2006, and subsequent additional information
received by the Division, and in conformity with the project plans, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
And from Permit Number WQ0030038 issued August 4, 2006, the continued
construction and operation of approximately 675 linear feet of 6-inch gravity sewer; approximately 20
linear feet of 8-inch gravity sewer; a pressure sewer (STEP) collection system consisting of 18, 10-55 GPM
pump stations with simplex pumps, on -site audible and visual high water alarms and approximately 355
linear feet of 1.5-inch pressure.sewer; 2,680 linear feet -of 2-inch pressure sewer; 730 linear feet of 3-inch
pressure sewer; 2,525 linear feet of 4-inch pressure sewer; a 42 GPM pump station (# 1) with duplex

pumps and on -site audible and visual high water alarms, telemetry and on -site standby generator, and
approximately 1,100 linear feet of 2-inch force main; a 128 GPM pump station (#2) with duplex pumps
and on -site audible and visual high water alarms, telemetry and on -site standby generator and
approximately 1,010 linear feet of 4-inch force main; a 225 GPM pump station (#3) with duplex pumps
and 'on -site audible and. visual high water alarms, telemetry and on -site standby generator and
approximately 100 linear feet of 4-inch force main; a 84 GPM pump station (#4) with duplex pumps and
on -site audible and visual high water alarms, telemetry and on -site standby generator and
approximately 705 linear feet of 3-inch force main to serve Bear Lake Reserve Phase II' (18, 5-bedroom
units and the Lake Club (9,625 GPD)), and the discharge of 20,495 GPD of collected wastewater into
the Bear Lake Reserve's existing sewerage system, pursuant to the" application received October 16,
2006, and subsequent additional information received by the Division, and in conformity with the
project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The total flow allocated by this permit is,105,435 gpd.
This permit shall be effective from the date of issuance until rescinded, shall void Permit No.
WQ0030038 issued August 4, 2006, and shall be subject to the following specified conditions and
limitations:
1. This permit shall become revocable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T .0300; the Division of Water Quality's
(Division) Gravity Sewer Minimum -Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times., The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0400. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0400:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained..
c. An operation and maintenance plan including pump station' inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response shall be
developed and implemented.
d. Pump stations that are not connected to a telemetry system (i.e. remote alarm system) shall
be inspected every day (i.e. 365 days per year). Pump stations that are connected to a
telemetry system shall be inspected at least once per week. This requirement does not apply
to pump stations serving a single building associated with a properly permitted pressure sewer
system..
e. High -priority sewer lines shall be inspected by the permittee or its representative at least once
every six -months and inspections documented.
f. A general observation by the permittee or its representative of the entire sewer system shall be
conducted at least 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..1 C.
h. A Grease Control Program shall be in place as follows.
(1) For publicly 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 for new construction and retrofit, if
necessary, of grease interceptors at existing establishments. The plan shall also include
the legal means for inspection 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
biannual distribution of educational 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.
Rights -of -ways and easements shall be maintained in the full easement width for personnel
and equipment accessibility.
j. Documentation shall be kept for Subparagraphs 3(a) through 3(i) of this section for a minimum
of three years with the exception of the map, which shall be maintained for the life of the
system.
4. The sewage and wastewater collected by this system shall be treated in the Bear Lake Reserve
Wastewater Treatment Facility (Non -Discharge Permit No. WQ0029233) prior to being land applied'
by spray irrigation.
5. No flow shall be made tributary to the subject sewer system permitted herein until the downstream
sewers (Permit No. WQ0030038) have been constructed and the engineer's certification has been
received by the Division of Water Quality.
6. This permit is not transferable. In the event there -is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division
of Water Quality (Division) accompanied by documentation from the parties involved and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
7. Construction of the sewers, pump station(s) and force main 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.
8. Per 15A NCAC 2T .0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the wastewater collection facilities.

10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0300; 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.
11. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local,
state, and federal) having jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under
15A NCAC 2B .0200 and 15A NCAC 2H .0500.
12. The Permittee shall provide the following items for the pressure sewer & STEP system:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in any
centralized pump station serving more than one building.
b. At least 24 hours of storage capacity above the pump -on activation level for any simplex pump
station serving a single family residence.
c. An air relief valve located at all high points along the force main.
d. A screened vent for the wet well.
e. Fillets located in the wet well at the intersection of the flooring and side walls.
f. Three feet of cover (minimum) over the force _main or the use of ferrous material where three
feet cannot be maintained:
g. Sufficient devices which will protect the pump station from vandals.
h. Flood protection if the pump station is located below the 100-year flood elevation.
i. Adherence with the following minimum separations:
(i) Storm sewers (vertical) 24 inches
(ii) Water mains (vertical -water over sewer) 18 inches or (horizontal) 10 feet
(iii) In benched trenches (vertical) 18 inches
(iv) Any private or public water supply source, including any WS-1 waters or Class I or Class II
impounded reservoirs used as a source of drinking water 100 feet
(v) Waters classified WS (other than WS-1), B, SA, ORW, HQW, or SB (from normal high water
(or tide elevation)] 50 feet
(vi) Any other stream, lake or impoundment 10 feet
(vii) Any building foundation 5 feet
(viii) Any basement 10 feet
(ix) Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
(x) Drainage systems
(1) Interceptor drains 5 feet
(II) Ground water lowering and surface drainage ditches 10 feet
(xi) Any swimming pool 10 feet
(xii) Ferrous sewer pipe with joints equivalent to water main standards, shall be used where
these minimum separations cannot be maintained. The minimum separation shall
however not be less than 25 feet from a private well or 50 feet from a public water supply
well;
13. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
14. The septic tanks shall be inspected annually for solids content and pumped out as needed.
Documentation for inspection and pumping must be maintained for a minimum of three years.

15. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Asheville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater transport such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of. the influent to such station or facility.
Voice mail messages or faxed information is permissible but 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 Part I of Form
CS-SSO (or the most current Division approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem does
not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current Division approved form) can
also be completed to show that the SSO was beyond control.
16. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is 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 Statute 143-215.6A to 143-215.6C . for violation of or failure to act in
accordance with the terms and conditions of this Permit.
17. The Permittee shall maintain on hand for immediate installation a supply of spare, fully operational
pump units of each type used in the pressure sewer system. The number of pumps on hand. shall not
be less than 10 percent of the number of installed units or one unit, whichever is greater.
18. Each pump station shall be clearly and conspicuously posted with the telephone number of the
owner/operator of the pressure sewer system and instructions to call the number in the event of high
water alarm activation.
19. A variance is granted for the installation of a STEP system where the design velocity is less than two
feet per second. Because of a level of pretreatment, solids will settle and a velocity of nearly two
feet per second (1.7 fps) is expected.
20. A variance is granted to allow initial velocities less than 2 feet per second during build -out provided
that the Permittee considers these lines as high -priority. High -priority lines shall be checked once
every six months and flushed as necessary. Documentation of such inspections shall be maintained
for a minimum of three years.
Permit issued this the 29th day of October, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Col�een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit Number WO0030038

Permit'No. WQ0030038
October 29, 2007
System Description:
76, 9 - 15 GPM pump stations with simplex pumps, on -site audible and visual high water alarms and separate 500 gallon
emergency storage tanks; 38, 9 - 15 GPM pump stations with duplex pumps, on -site audible and visual high water alarms and
separate 1250 gallon emergency storage tanks (to serve condominium units); approximately 2,964 linear feet of 1.5-inch pressure
sewer; approximately 4,980 linear feet of 2-inch pressure sewer; approximately 6,523 linear feet of 2.5-inch pressure sewer;
approximately 3,740 linear feet of 3-inch pressure sewer; approximately 4,455 linear feet of 4-inch pressure sewer; a 27 GPM pump
station (#5) with duplex pumps and on -site audible and visual'high water alarms, telemetry and on -site standby generator and
approximately 950 linear feet of 2-inch force main; a 33 GPM pump station (#6) with duplex pumps and on -site audible and visual
high water alarms, telemetry and on -site standby generator and approximately 475 linear feet of 2-inch force main; a 30 GPM
pump station (#8) with duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby generator
and approximately 1,320 linear feet of 2-inch force main; a 49 GPM pump station (#9) with duplex pumps and on -site audible and
visual high water alarms, telemetry and on -site standby generator; and approximately 900 linear feet of 3-inch force main, and
approximately 4,445 linear feet of 4-inch force main; and modifications to PS#3 listed below to be a 263 GPM pump station with
duplex pumps and on -site audible and visual high water alarms, telemetry and on -site standby generator and approximately 100
linear feet of 4-inch force main
Complete and submit this form to the permit issuing office as indicated below with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum
design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
I, 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 subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2T .0300; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
DIVISION OF WATER QUALITY
PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617
The Permittee is responsible for tracking all partial certifications up until a final certification is received.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.

STATE OF NORTH CAROLINA
COUNTY OF Jackson Permit No. \W 0030038
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGRfMENT made pursuant to G.S. 143-215.1 (dl) and entered into this _�2e_ day of
_October, 200f, by and between the North Carolina Environmental Management Commission, an agency of the
State of North Carolina; hereinafter known as the COMMISSION; and Bear Lake Reserve Owners
Association, Inc.` , a non-profit corporation organized and existing under and by -virtue of; -the Taws of the State
of North Carolina, hereinafter known as the ASSOCIATION.
WITNESSETH: NOV 1 2006
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Bear Lake Reserve (hereinafter the Development); of operating,
maintaining, re -constructing and repairing the common elements of the lands 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 lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant 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
or 47F 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:
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.
3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily.
FORM: HOA 02/03 Page 1 of 2

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 allocated for the
facility and shall be part of the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION 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, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the,parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Bear Lake Reserve Owners Association, Inc
Name of ASSOCIATION
tL J�, `-L B :.,.
Director CU leee-ri A • (Signature)
Division of Water Quality
(Date)
_William H. Clark, President
Print Name and Title
— -/zs/a G
(Date)
FORM: HOA 02/03 Page 2 of 2

�OF VA Q
ATFQ Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
O Coleen H. Sullins, Director
Division of Water Quality
September 19, 2007
Mr. William H. Clark; President
Bear Lake Reserve Owners Association
P. O. Box 179
Tuckasegee, North Carolina 28783
Subject: Application No. WQ0030038
Additional Information Request
Bear Lake Reserve, Phase H
Wastewater Collection System Extension
Jackson County
Dear Mr. Clark:
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we can continue our review.
Please address the attached items no later than October 19, 2007.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone],
extension 375. You may also check the future status of this project online at
http://www.ncwaterqualit�or ims/ and following the report links. Thank you for your cooperation.
cc:
Sincerely,
c
A. Bennie Goetze, Jr., P. E.
Environmental Engineer
Mr. Shawn Lynch, P. E., Brooks & Medlock Engineering, 17
Permit Application File WQ0030038
Pretreatment, Emergency Respone & Collection Systems Unit 1617 Mail Service Cer
Location: 512 N. Salisbury St. Raleigh, NC 27604 Phone [phone]
St., Asheville, NC 28801
DACE VE
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SEP 2 1 2007 orthQ
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WATQ{hlElgM 1-12 9--TKDV
ASHEVIGA1dhfe6e�eWibL OFFICE
Internet: www.ncwateraualiiy.ore Fax [phone] i-aii1+0
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post do`'n""s mer Dap ""

Bear Lake Reserve Owners Association
Bear lake Reserve, Phase H
Pressure Sewers, Pump Stations and Force Mains
Application Number WQ0030038
Review Comments
September 19, 2007
General
Underlined type indicates new comments or items from the earlier reviews that were not adequately
addressed.
Calculations
q. Page 34, PS #9 - Based on the data from the plans., it appears that the active force
main length will be approximately 770 feet with the discharge elevation of 3713 feet.
This is based on the volume of the 3-inch line and the volume pumped in a cycle.
This produces an operating point of 158.4 gpm @ 52' TDH. This conflicts greatly
with the A/E's results of 82 gpm @ 115' TDH. Please clarify. Note that this station
.will see various operating conditions during a cycle as different portions of the line
fill. Based on the use of the initial high point, the FM length is approx 150 feet, and
not 790 feet The calculations should be revised accordingly. A check should be
made of the operating condition at 790 feet with an elevation of 3713. This appears
to produce a flow at the extreme right hand end of the pump curve based on a `C' of
130 With a higher `C' value this flow may well be off the pump curve. Confirm
that this operating condition is acceptable to the mfg.
a. Page 15 - The ADF is based on 32 lots This does not include the 1 lot that feeds to the
PS by agr vita
b. Page 15 _ The static head is greater than 100 feet. Indicate any necessary measures
needed for surge relief
elief.
Specifications
1. Section IV - Part '4.33 - This is required at duplex stations only. A backflow preventer shall be
installed within the protected perimeter of the station. This section was deleted. However, The
water supply, BFP and yard hydrant are shown on the plans. This is required by the
MDC.
Plans
5. Sheet C5
C. The application shows the high point as 2766 feet. The plans show the maximum
elevation as approx. 2768 feet. Please clarify. (Note that the high point is approx 25 feet
into the 4-inch force main segment.) The profile shows a Key Note #9 which says the
existing force main is 4-inch. The note in the plan view shows a 3-inch line. Please
clarify. The elevation on the profile still does not agree with the elevation given in
the application.

h. The ARV should be located at the high point near Sta 15+10 on the 3-inch line and
not on the 2-inch line as shown. The ARV still appears to be shown on the 3-inch
line Please clarify the plan depiction with the previous written response that states
that the ARV is located on the 2-inch line.
19. Sheet DT-1
a. A redundant high water alarm float is required in the duplex E-One pump stations. MDC
for PS & FM Section 5,03 Instrumentation and Controls 2. At a minimum,
wastewater levels within the wet well shall be detected through the use of sealed mercury -type
float switches In the event that an alternate method of level detection (i.e., bubble tube,
ultrasonic meter, etc) is used a float switch at the high-water alarm level shall be installed as a
back-up.
b. Provide a note indicating that the lowest level of any dwelling shall be above the maximum water
level in the storage tanks.
k. Provide appropriate elevation data for all E-One duplex pump stations. Tabular form is
acceptable. The top of wetwell elevation is also required in this table for both the simplex
and duplex stations. The pump and top of wetwell elevations are required in the table.
New Comments -
1. Sheet C-28
a. The pump station at Sta 50+00 is incorrectly labeled as PS #4. It should Be PS #3.
b. Key Note 6 - This should read force main `from' rather than `to'
C. There are 2 lines labeled with the Key Note 5. Please clarify.
2

'o�oF wAr�9QG
r
C
Mr. William H. Clark, President
Bear Lake Reserve Owners Association
P. O. Box 179
Tuckasegee, North Carolina 28783
Dear Mr. Clark:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment
• and Natural Resources.
I I I I CAI
Wvtt o�V f P er r13 r
April 25, 2007 Id u I APR 2 6 2007
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Application No. WQ0030038
Additional Information Request
Bear Lake Reserve, Phase II
Wastewater Collection System Extension
Jackson County
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we can continue our review.
Please address the attached items no later than May 25, 2007.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone],
extension 375. You may also check the future status of this project online at
bgp://www.ncwateKqualiiy.orgibims/ and following the report links. Thank you for your cooperation.
cc:
Sincerely,
A. Bennie Goetze, Jr., P. V.
Environmental Engineer
Mr. Shawn Lynch, P. E., Brooks & Medlock Engineering, 17 Arlington St., Asheville, NC 28801
Permit Application File WQ0030038
One
NCarolina
'Vatura!!y
Pretreatment, Emergency Respone & Collection Systems Unit 1617 Mail Service Center Raleigh, NC 27699-1617
Location: 512 N. Salisbury St. Raleigh, NC 27604 Phone [phone] Customer Service
Internet: www.ncwaterquality.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper

Bear Lake Reserve Owners Association
Bear lake Reserve, Phase II
Pressure Sewers, Pump Stations and Force Mains
Application Number WQ0030038
Review Comments
April 25, 2007
A special note: Many comments address specific problems with the documents. However, due to
other major issues, a direct response may not be needed as a redesign as required will eliminate
the issue. Carefully review the entire list of comments prior to undertaking any changes. Also,
some inconsistencies between the various portions of the documents are listed below. No attempt
has been made to enumerate them all. A complete QC review should be done to insure that all
portions of the documents are in complete agreement.
General
Bold type indicates new comments or items from the initial review that were not adequately addressed.
1. Calculations
a. Provide revised buoyancy calculations reflecting the final pump station design
selected. Include a schematic showing all dimensions used in the calculations.
These should agree with those shown on the plans.
b. Page 5 indicates that the force main will be SCH 80 PVC. The plans show SDR 21.
Please clarify.
C. The design for PS # 6 does not appear to include the existing 3-inch force main in
the TDH calculations.
d. Provide flow depth and velocity calculations for the force main shown on Sheets C-
24 - C-27. Provide anchors and erosion protection for this line as required by the
results.
e. Page B-21, PS#9 - The force main high point elevation given here does not appear to
agree with the profile on Sheet C-17. Also, the active length of force main does not
appear to agree with the profile details. It appears that the maximum active force
main length is approximately 725 feet as the remainder of the line should act as a
gravity line. This should be confirmed by the calculations requested in comment d
above. The high point elevations shown on the plans also do not agree with those
listed in the application.
f. Page C-13 (Now Page C-42)
(1) A zone for the existing 3-inch line(existing) needs to be included. Note that Sheet
C 1 shows only 5 pump stations along this line. There fore there should only be 5
cores in the entire zone, one for each pump station. The initial line size should be
1.5-inch until 3 stations are on line as the velocity is less than 2 fps for one pump
running on a 2-inch line. The length of line in the first zone would be the length
until the tie-in for the third -pump station. This applies to all beginning line
segments. The 3-inch line must be Included in the model. The core count by
the model is an input item. Since only one pump in a duplex station is

operating at a time, the input would be one core per station. As entered, the
model assumes that there are more active cores than actually exists. The
above comment regarding initial line sizes is still applicable. A 2-inch line
can be considered if the initial 3 pumps connect at the beginning of the line.
Otherwise the line size should be 1.5-inch until the 3rd pump is connected.
Any line not meeting this criteria will be classified as a high priority line
requiring periodic inspections and flushing as required.
(2) The model indicates 6.00 gallons per day per core. As only one core is active in a
duplex station, the gallons per day per core would be 1200. As noted above, the
core count is based on active cores. In a duplex station there is only one
active core. The model input should be modified accordingly.
g. Page C-17 (Now Page C-20 Sweetshrub Dr.) - The E-One model is not valid where the
line is on a steep down slope and the line will carry more by gravity than the calculated
pump flow. Provide appropriate calculations to show if the flow is gravity or pumped
and modify the model as appropriate. The velocities and heads calculated by the E-
One model for these reaches are incorrect. They are.based on a pipe flowing full at
the listed flow rate. These down slope sections will likely carry more flow by gravity
than is being pumped to them. The only head each pump will see is the static head
from the pump on to the connection point and the friction head through the 1.25-
inch service line. There will be no effect on any pump from the force main as it is
entirely gravity flow.
h. Page C-19 (Now Page C-24 `B" Condo Units) Zone 9 has only three active pumps at
1200 gallons per day per pump. See comment f. above. Comment still applicable.
i. It is anticipated that the responses to these comments will entail major changes to
the design. Therefore a detailed review of the pump station, calculations will not be
performed until the responses to these comments are received. -
j. Page C-26 - The Model for Condo `C' does not correctly account for the effect of
PS#6. The flow of 50 gpm from PS#6 does not agree with the design flow of 29 gpm
given elsewhere in these calculations. Also this flow is not reflected in the total flow
for the 3-inch force main. (Pages C-28-29 are duplicates of C-26-27).
k. Page 13
(1) Condo Unit A - The force main length listed here (850 feet) does not agree
with that shown on the plans (540 feet) or those in the calculations (630 feet).
(2) Sweetshrub Dr - This 'indicates that there are 6 pumps on this line. Sheet C4
of the plans show only 5 connections. Please clarify. Lot 276, which is listed
as Sweetshrub Dr. on Page C-15 and Sheet DT-1, is shown as connecting to
Shoreline Dr on Sheet C4. Also, the line length total given here of 9.75 feet
does not agree with the 10.42 feet shown on the plans (Sheet C4).
(3) Shoreline Dr. - The force main length given here and in the model is 2410
feet. The plans show 2358 feet. Please clarify.
2.

1. Page C-15 -
(1) The lot listing for Shoreline Dr. includes a lot #290. This lot is not shown
(labeled) on the plans. The plans show 13 lots connected to this line. See
comment k above regarding Lot #276. The model and or plans should be
revised based on the actual connection point of this lot.
(2) The lot listing for Southshore Dr. includes Lots #678, 674 & 673. These lots
are not shown (labeled) on the plans.
(3) The high point elevation for the force main is given here as 2718 feet. It is
shown on Sheet C-9 as 2715. Please clarify.
in. Page C-18 - The head calculations for zone 2 are incorrect. The high point elevation
is given as the elevation at the starting point of the zone. The E-one model assumes
that this is the elevation at the downstream end of the zone, calculating a positive
static head when in fact there is a negative static head for the zone. This applies to
all zones with the upstream elevation greater that the downstream elevation.
n. All E-One models are based on SCH 40 PVC pipe. The plans show SDR 21.
Provide revised calculations as appropriate. Also, the maximum `C' factor should
be 140.
o. Based on the problems with the E-One model noted in the above comments, it is
recommended that a more representative model such as SewerCad, WaterCad, etc.
be used for this project. This will allow for the input of all relevant elevations,
pumps data, etc. to give a truer picture of the operating conditions in the system.
P. Provide 8 %Z " x 11" schematics of pump stations 5 - 9 showing all relevant line sizes,
lengths, elevations, connecting pump stations, etc.
q. Page 34, PS #9 - Based on the data from the plans, it appears that the active force
main length will be approximately 770 feet with the discharge elevation of 3713 feet.
This is based on the volume of the 3-inch line and the volume pumped in a cycle.
This produces an operating point of 158.4 gpm @ 52' TDH. This conflicts greatly
with the A/E's results of 82 gpm @ 115' TDH. Please clarify. Note that this station
will see various operating conditions during a cycle as different portions of the line
MI.
r. Provide the system curve calculations for each of the five large lift stations to show
how the operating point was determined. A system curve is plotted but the
supporting data is not shown.
2. Application Appendix D, Page D-1 - The general comment notes.that PS #3 was revised in the
field to handle a revised flow. A permit modification must be requested for this change. This
modification can be included with the current modification with the submittal of a request
accompanied by all relevant details and calculations. This is still needed.
3. Application, Part V - This indicates 5 duplex pump stations and 109 simplex pump station.
Plan Sheet DT-1 shows 40 duplex stations and 70 simplex stations in the table plus the 5
3

large duplex stations. Note that the total number of stations on the plans is not equal to the
number in the application.
4. The use of storage to meet the reliability requirements for the condo duplex pump stations
is acceptable. However, the stations must comply with all other requirements for duplex
stations.
5. The application lists the length of force main for PS #9 as 1050 feet. This does not agree
with the length of 1000 feet shown on Sheet C17 of the plans. Also the high point elevation
of 3734 feet does not agree with the elevation of 3728 shown of Sheet C17. Please clarify.
Specifications .
1. Section II, Parts 2.08 & 2.09 - This is an extensive manhole specification written for gravity
sewers. None are proposed for this project. It is recommended that this section be
modified to include only the requirements applicable to ARV manhole installation. If this
is to be used for the wetwell specification, it should be modified to meet the wetwell
construction.
2. Section IV - Provide adequate specifications to distinguish between the simplex residential
requirements and the duplex condo unit requirements.
a. Part 4.17 - The alarm panel shall be labeled with the name and phone number of the
24-hr emergency contact.
b. Part 4.27 - The generator start/fail condition will apply only if onsite generators are
provided.
C. Part 4.33 - This is required at duplex stations only. A backflow preventer shall be
installed within the protected perimeter of the station.
Plans
I Sheet C 1
d. Provide a basis for the use of Sch 80 PVC rather than SDR 21. Page 5 of the
calculations still state the Sch 80 PVC is to be used.
e. The most upstream line segment must be a 1.5-inch line until the third unit is
connected. See also Sheet C3.
3. Sheet C2
e. General Note 14 indicates that the force main and water main are to be laid in the same
trench per the detail on Sheet 9. There is no sheet 9 in these plans. (All appropriate
sheets). The note now reads per detail 2 on Sheet DT-3. The correct detail number
is 3.
4. Sheet C4
d. The most upstream line segment must be a 1.5-inch line until the third unit is
connected.
0

r.
5. Sheet C5
b. The application shows the force main length as 475 feet for PS#6. By station number it
appears to be only 450 feet. Please clarify. The force main length in the application
and calculations should be from the valve box to the tie-in or discharge point.
c. The application shows the high point as 2766 feet. The plans show the maximum
elevation as approx. 2768'feet. Please clarify. (Note that the high point is approx 25 feet
into the 4-inch force main segment.) The profile shows a Key Note #9 which says the
existing force main is 4-inch. The note in the plan view, shows a 3-inch fine. Please
clarify.
g. There are 2 match lines for Condo `B'. One is near PS#6 and the other is at the
extreme left edge of the sheet. Please -clarify and, also indicate where the profile for
the continuation of the force main can be found. This plan and profile are necessary
to complete the review of PS#6. The line may be shown and noted as `Not in
Contract - Already Constructed'.
h. The ARV should be located at the high point near Sta 15+10 on the 3-inch line and
not on the 2-inch line as shown. -
6. Sheet C-6
a. The cleanout at Sta 30+75 should be moved to a location above elevation 2612 as the
line will always be full to this elevation.
b. Indicate where the continuation of the force main from PS #5 can be found.
8. Sheet C8 - The most upstream line segment must be a 1.5-inch line until the third unit is
connected.
9. Sheet C9
b. The line size given here is 2.5-inch. For condo units `C', `D' and `E' with equal or more
units, the line size is 2-inch. Please clarify. The force main serving the condo pump
stations is incorrectly sized. The most upstream segment must be a 1.5-inch line
until the third unit is connected. Given that the static head is minimal, the entire.
line could be 1.5-inch without any detrimental effect on the pumps. Even though
these are duplex units, the pipe sizing should be based on a single pump operating at
a time. Even in the rare event that both pumps in a station should come on at the
same time, this will make the velocity just over 2. fps.
C. Indicate where the continuation of the force main from PS#6 can be found.
11. Sheet C-11- Indicate where the profile for the continuation of the force main can be found.
This plan and. profile are necessary to complete the review of PS#7. The line may be shown
and noted as `Not in Contract - Already Constructed'.
12. Sheet C12 - The cleanout at Sta 103+25 needs to be moved upstream to allow for better
cleaning o the low portion of the line.
5

14. Sheet C 14
C. The pump station layout appears to show a gravity line that serves multiple areas. As
such it should be a minimum of 6-inches and must be permitted. If this is not to be built
as a part of this project, it should be labeled as `not in contract'.
d. Label the water line, BFP and yard hydrant in the site plan.
e. If possible, the transformer should be located within the fenced area of the pump
station.
f. Indicate where the profile of the force mains from Sta 47+00 to 51+00 can be
located.
g. Indicate where the continuation of the 3-inch force main to PS#9 can be located.
16. Sheet C 16
f. The force main serving the condo pump stations is incorrectly sized. The most
upstream segment must be a 1.5-inch line until the third unit is connected. Even
though these are duplex units, the pipe sizing should be based on a single pump
operating at a time. Even in the rare event that both pumps in a station should
come on at the same time, this will make the velocity just over 2 fps.
17. Sheet C 17
d. The force main from condo unit G-7 is labeled with both keynotes.10 & 12. Key
Note 10 references a 2.5-inch force main and Key Note 12 references a 1.5-inch
service line tied to a gravity line. This line should be a 1.5-inch line to the
connection point with the force main serving the other condo units.
18. Sheet C 18
h. Show the match line for the continuation of the force main. Needed at south end as
well.
i. PS#9 - A note states that the fencing design is provided `by others'. Details of the
fencing must be a part of this project as site security is a MDC and review criteria.
j. PS#9 - Show and label the water line, BFP and yard hydrant.
k. PS #9 Detail - Verify the natural ground elevation. As shown, it is over 100 feet
below the top of the wetwell.
19. Sheet DT-1
g. The ballast concrete for the simplex pump station is given as 2 ft3. The calculations
require 27 ft3. Please clarify. See also General Comment 2b above. The plans now
show 40 ft3.
k. Provide appropriate elevation data for all E-One duplex pump stations. Tabular form is
acceptable. The top of wetwell elevation is also required in this table for both the
simplex and duplex stations.
0

in. Show complete dimensions of the simplex and duplex pump stations such that the
ballast calculations can be confirmed.
20. Sheet DT-2
h. Provide a detail of the generator, transformer and control panel concrete pads.
Generator pad details for the selected generator (as used for design) must be on the
plans.
L The section drawing of PS#5 lists the base thickness as 6". A nearby note states that
the minimum thickness shall be 1'. Please clarify.
j. The effluent lines from PS #5 and PS # 6 are incorrectly located with reference to
the pipe leaving the valve box.
21. Sheet DT-3
b. Indicate where the typical manhole is to be used. According to the application, there is no
gravity line on this project. Based on the response, this will be very confusing since
the base and invert details are included and will not be a part of the wetwell
construction. Appropriate joints should be included in the wetwell section
drawings.
C. PS #7 Detail - Verify the natural ground elevation. As shown it is more than 14 feet
above the top of wetwell. If accurate, the site plan should show appropriate grading
to direct water away from the pump station.
22. Sheet DT-4
a. Provide additional details (access road, water service, fencing, etc.) to PS#8 site plan (See
PSs #5 and #6). It appears that the fenced area of PS#8 is 8' x 30' with the gate at
valve vault end. Indicate how truck access will be made to the generator if needed.
Also label the line size, yard hydrant, and backflow preventer. Confirm that the
BFP requirements are covered in the specifications.
b. Detail 10 - Clearly indicate if this is for both the simplex and condo duplex units.
Indicate any special requirements that may apply to only one type of installation.
C. PS #8 Detail - The alarm elevation is below the lag pump on elevation. On the other
stations it is above the lag pump on. Please clarify.
d. PS #8 Detail - Clarify the natural ground elevation. As shown it is over 1000 feet
below the top of wetwell.
e. PS # 8 Detail - The HOMA website lists this pump as a 2-inch discharge pump. The
detail shows 34nch internal wetwell piping without a'reducer. Please clarify.
24. Sheet C25, Station 117+70 - Move the flushing connection upstream of the sag to allow for
better cleaning of the entire area. See also Sheet C-26, Sta 134+50.
7

25. Sheet C-27 - Please clarify and indicate where the profile for the continuation of the force
main can be found. This plan and profile are necessary to complete the review of PS#9.
The line may be shown and noted as `Not in Contract - Already Constructed'.
26. Label all fittings on the plan and profile, including bends, etc.
8

State of North Carolina
Department of E nvironment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes -made to this form will result in the application being returned.
(THIS FORM2M)"BE PHOTOCOPIED FOR USERS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the, watershed(s) in which the subject project Nvill be located, you are required to
.submit this foim, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page2 of 2) prior, to submittal of the. application for review. At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute ITSGS Topographic Map that shows fire surface waters
hninediately doinislope of the project. You must identify'the ,location of the project and the .closest dotiwslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for. the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, btc.):
Bear Lake Reserve owners Association. Inc.
2, Name and complete address of applicant: William H. Clark, President
PO Box 179
City: Tuckaseae State: NC Zip: 28783
Telephone number: ( 828 ) 293-3988 Facsimile number: (_828) 293-3854
3. Project name (name of the subdivision, facility or establishment, etc.):
Bear Lake.Reserve Phase 2
4. County vvhere project is located: Jackson
5. Name(s) of closest surface waters: Bear Lake
6. River basin(s) in which the project is located: Tuckaseeee
7. Topographic snap name and date: Big Ridge - 1991 .�1kGldtr�.
8. North Carolina Professional Engineer's seal, signature, and date: �`�t�%(/L ;ARQ
EALJ�
03961
(y
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR //�M�iV� ttt�t l
Please provide me with the classification(s) of the surface'i%aters, waterslied(s), and appropriate river basur(s) where
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s): Bear Lake—Tuckaseaee River
Classification(s) (as established by.the EMC): _ LO 5. T�= — � o U 'T
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel: �� Date: b D CJ i%
FORM: WSCA 10/99 Pagel of 2
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Mr. William H. Clark, President
Bear Lake Reserve Owners Association
P. O. Box 179
Tuckasegee, North Carolina 28783
Dear Mr. Clark:
Michael F. Easley, Governor
_ .. ,.
° —William G:Ross Jr., Secretary
December 28, 2006 I U U i DEC 2 9 2006
WATER QUALITY SECTION
ASHEVILI_E REGIONAL OFFICE
Subject: Application No: WQ003003.8_.._:_, a_,
Additional Information Request
Bear Lake Reserve, Phase II
Wastewater Collection System Extension
Jackson County
Director
Quality
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we can continue our review.
Please address the attached items no later than January 27, 2007.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at [phone],
extension 375. You may also check the future status of this project online at
http://www.ncwaterqualily.orgibims/ and following the report links. Thank you for your cooperation.
Sincerely,
l c�
A. Bennie Goetze, Jr., P. E.
Environmental Engineer
cc: ` r�Roy�D saVl �hev lle Regional,-7Office -.,Surface Water Protection- oction
Mr. Shawn Lynch, P. E., Brooks & Medlock Engineering, 17 Arlington St., Asheville, NC 28801
Permit Application File WQ0030038
None Carolina
Ntura!!y
Pretreatment, Emergency Respone & Collection Systems Unit 1617 Mail Service Center Raleigh, NC 27699-1617
Location: 512 N. Salisbury St. Raleigh, NC 27604 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Bear Lake Reserve Owners Association
Bear lake Reserve, Phase II
Pressure Sewers, Pump Stations and Force Mains
Application Number WQ0030038
Review Comments
December 28, 2006
A special note: Many comments address specific problems with the documents. However, due to
other maior issues, a direct response may not be needed as a redesign as required will eliminate
the issue. Carefully review the entire list of comments prior to undertaking any changes.
General
Based on the A/E's certification in the Permit Application that all 15A NCAC 2H .0200
requirements regarding gravity sewers and force mains, and the Division of Water Quality's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 have been met, a review of
these items has not been performed. It shall be the permittee's responsibility to ensure the plans
and specifications meet the appropriate design criteria and rules. Final approval of these
documents will not imply approval of any variance from these criteria unless specifically
requested and granted. Failure to comply may result in penalties in accordance with North
Carolina General Statute 143-215.6A—143-215.6C, construction of additional facilities, and/or
referral of the N.C. Professional Engineer to the licensing board.
2. Calculations
a. Note that all manufacturers cut'sheets and details must be included in the specifications or
on the plans to be a part of the approved documents. The calculations are kept in the
DWQ files and are not considered a part of the approved plans and specifications.
b. It appears that all duplex pump stations .use a peaking factor of 2.5. The Minimum
Design Criteria requires the use of the population served equation for determining the
peaking factor with a minimum factor of 2.5. For the population served by these stations,
the peaking factor will be nearer to 4 to 4.5.
C. The buoyancy calculations for the simplex pump stations are incorrect. The uplift on the
concrete volume was not included. When included, the safety factor is less than 1. Also
the soil weight above the ballast concrete was not included. Show the actual dimensions
used for the concrete. These must agree with those shown on the plans.
d. Provide a schematic with node numbers to match the model output.
e. Page B-13 - Note that from Page C-19, the peak inflow is 77 gpm. The peak given here is
only 22.5 gpm (9 gpm x 2.5 peaking factor). Even with a maximum peaking factor of 4.5
from the population equation, the pump may not handle the peak with only one pump
running. Provide an estimated pump run time from E-One to determine the maximum
volume pumped to determine if the wetwell on/off levels are adequate. See comment b.
above regarding the selection of an appropriate peaking factor.

f. Page C-13 .
(1) A zone for the existing 3-inch line(existing) needs to be included. Note that Sheet
C1 shows only 5 pump stations along this line. There fore there should only be 5
cores in the entire zone, one for each pump station. The initial line size should be
1.5-inch until 3 stations are on line as the velocity is less than 2 fps for one pump
running on a 2-inch line. The length of line in the first zone would be the length
until the tie-in for the third pump station. This applies to all beginning line
segments.
(2) The model indicates .600 gallons per day per core. As only one core is active in a
duplex station, the gallons -per day per core would be 1200.
g. Page C-17 - The E-One model is not valid where'the line is on.a steep downslope and the
linemill cant' more by gravity than the calculated pump flow. Provide appropriate
calculations to show if the flow is gravity or pumped and modify the model as
appropriate.
h. Page C-19 -Zone 9 has only three active pumps at.1200 gallons per day per pump. See
comment f. above.
i. It is anticipated that the responses to these comments will entail major changes to
the design. Therefore a detailed review of the pump station calculations will not be
performed until the responses to these comments are received.
3. Application Appendix D, Page D-1 - The general comment notes that PS #3 was revised in the
field tohandle a revised flow. A permit modification must be requested for this change. This
modification can be included with the current modification with the submittal of a request
accompanied by all relevant details and calculations.'
4. The E-One duplex pump stations for the condo units do not comply with 15A NCAC 2T
.0305(h) regarding reliability. The provision of 24 hours of storage is not an acceptable option.
Standby power is required at all stations, onsite for stations 15000 gpd and up and portable for
stations less than 15000 gpd. They must also meet all requirements of the MDC for Pump
Stations and Force Mains. It is strongly recommended that all related condo units be connected
to a single pump station rather than using a separate station for each building. Also the E-One
duplex station does not allow for a lead/lag operation as they are controlled by pressure switches
rather than floats. At the same pressure settings, they can only alternate. , At different settings,
one will always be the lead and the other will always be the lag pump. The only way to get both
is with a triplex station with the third pump elevated above the other two on a pedestal. The two
lower pumps alternate and the upper pump acts as a lag pump.
5. Application Part V.24 (PS#9) - ARVs are listed at station numbers greater than the length of
force main shown in Part V.23. Please clarify.
Specifications
Section II, Part 2.10(f)(1) - The minimum vertical separation between sewers and storm sewers is
now 24 inches per 15A NCAC 2T .0305(f).
9

2. Section IV - This section is for centrifugal duplex pump stations. None are shown on this
project. All stations utilize duplex grinder pumps (Section V).
3. Section V
a. Provide specifications for the lift chain.
b. Part 5.12 - Indicate the number of hoist to be provided. Note hoists should have been
provided under Phase I.
C. Provide specifications for the tracing tape for PVC force mains.
4. Provide specifications for the E-One simplex and duplex pump stations. Note that 10 percent
spare pumps are required for the simplex pumps.
5. Provide specifications for the 500 storage tanks.
6. Provide appropriate electrical specifications for the transformer, boxes, cables, etc.
Plans
1. Sheet CS
a. No sheet C27 is listed in the index. The plans include a Sheet C27.
b. Indicate where the details of PS#9 can be found.
2. Sheet Cl
a. Clearly identify the break point between new and existing work. Provide specific details
and instructions for locating and connecting to the existing lines (all sheets as
appropriate).
b. All duplex pump stations must meet 15A NCAC 2T regulations and MDC requirements.
See General Comment 4 above.
C. Show all water lines, storm sewers, etc. in the plan and profile views (all sheets). Provide
a legend for all symbols used.
d. Provide a basis for the use of Sch 80 PVC rather than SDR 21.
3. Sheet C2
a. Provide the pump data by lot for the simplex stations as required by Application
Instruction E.
b. Label the 3-inch force main between stations 9+00 and 10+ 20 as existing in the profile
view.
C. Move the flushing connection upstream of the sag to allow for better cleaning of the
entire area. (All appropriate sheets).
d. Confirm if the ARV at Sta 10+20 is new or existing.
3

C. General Note 14 indicates that the force main and water main are to be laid in the same
trench per the detail on Sheet 9. There is no sheet 9 in these plans. (All appropriate
sheets).
f. The minimum cover is gives as 4 feet. The burial depth for the water line is gives as 3
feet on Sheet DT-3 with a minimum vertical separation of 1.5 feet. This produces a
minimum burial of 4.5 feet. See note a above requiring the burial of both lines in the
same trench. (All appropriate sheets).
g. General Note 17 -Update the reference to 15A NCAC 2T .0305. (All appropriate
sheets).
4. Sheet C4
a. There are three Key Notes labeled `8'.
b. The plan view shows a Key Note `11'. There is none listed under the Key Notes.
C. No Key Note `8 . is shown on either the plan or profile view.
5. Sheet C5
a. Show the `tee' in the plan and profile where the 2 2-inch lines join at Sta 15+40.
b. The application shows the force main length as 475 feet for PS#6. By station number it
appears to be only 450 feet. Please clarify.
C. The application shows the high point as 2766 feet. The plans show the maximum
elevation as approx. 2768 feet. Please clarify. (Note that the high point is approx 25 feet
into the 4-inch force main segment.)
d. Key Note 1 - The layout and design of the force main from condo `B' is on Sheet C9 and
not DT-1 as noted here.
e. Key Note 2 - The. layout and design.of the force main from condo `C' is on Sheet C10
and not DT-1 as noted here. .
f. Show the match lines for the continuation of the force mains from condo units `B' and
`C'.
6. Sheet C6
a. The force main' from PS#5 is shown as both a 2-inch and a 3-inch. Please clarify.
b. Provide a flushing connection for the sag in the line just prior to PS#5.
C. The application shows the force main from PS#5 as a 2-inch line. It is listed at the pump
station and on the profile as a 3-inch line. It is also noted by Key Note 10 as a 2-inch
line. Please clarify.
El

d. PS#5 has a 3-inch force main in and a 2.-inch force main out. See General Comment 2.b,
and 2.e regarding appropriate peaking factor selection and design.
7. Sheets C5, C6, C7 & C8 - Show the road name on the plan view.
8. Sheet C8 - Clarify the construction at the end of the line. It appears that there are to be three
items constructed here, a ARV, an isolation valve with flushing connection and a service
connection with flushing connection.
9. Sheet C9
a. The plan view shows only 2 incoming force mains to PS#6. The section view lists 3.
Please clarify.
b. The line size given here is 2.5-inch. For condo units `C', `D' and `E' with equal or more
units, the line size is 2-inch. Please clarify.
10. Sheet C10
a. Key Note 5 indicates an ARV located at Sta 85+00. This is the lowest point on this line.
Provide a basis for the installation of the ARV at this location.
b. The waste from these condos appears to be routed away from the WWTP. Due to the
proximity to PS#3, consideration should be given to connecting directly to the existing 4-
inch force main serving this pump station rather than to the existing 3-inch line
(destination unclear).
C. Key Note 6 calls for a 2.5 x 1.5-inch tee. Per Key Note 3, the force main is a 2-inch line.
Please clarify.
11. Sheet C11 - Sta 176+00 - The Key Note shows an ARV at this point. It appears that the item
should be a flushing connection, Key Note 4 instead of Key Note 5.
12. Sheet C12 - Show the match line for the continuation of the force main at Sta 101+00.
13. Sheet C13
a. Show the road name in the plan view.
b. show the match line at Sta 17+50.
14. Sheet C 14
a. Label the 90' bends in the plan view.
b. The pump station layout shows 2, 2.5-inch incoming force mains on one side of the
outgoing force main. The profile shows a 2.5-inch force main on either side of the
outgoing force main. Please clarify.
C. The pump station layout appears to show a gravity line that serves multiple areas. As
such it should be a minimum of 6 inches and must be permitted.

15. Sheet C15
a. Upper Profile - Near Sta 47+00 there are 2 Key Note 3s. One points to the upper line
and the other to the, bend. Please clarify.
b. Middle profile - There appears to be 2 force mains shown but only one is labeled. Please
clarify.
c... Show the match lines for all line continuations.
16. Sheet C 16
a. Label the condo units.
b. Show the match line for the continuation of the force main from PS#9.
C. Provide a basis for paralleling the 3-inch force main instead of connecting to it.
d. Label the reducer in the profile view.
e. Key Notes 5, 7, and 9 are not used on this drawing.
17. Sheet C 17
a.. Label the condo units.
b. Key Note 4 is not used on this drawing.
C. Profile view, PS#9 - The data indicates 2 inverts in but only one has a line size. Please
clarify.
18. Sheet C 18
a. The guide rails are labeled here as protruded fiberglass. The specifications require
stainless steel. Please clarify.
b. The section view labels the gate valve as a MJ tee for the bypass connection.
C. Show the influent force main in the plan view.
d. Clarify the reference to an 8-inch influent gravity line noted in the pump station layout.
C. Show the 3-inch influent force main from PS#8 in both the plan and section views.
d. The section view calls for a 2-inch influent force main. Other sheets call for a 2.5-inch
force main. Please clarify.
C. Label the condo units.
f. Show the match line for the continuation of the force main.
T

19. Sheet DT-1
a. Clarify the reference to filtered effluent pumps. The E-One pumps are grinder pumps.
b. Show the dimensions of all ballast concrete. Clearly identify the amount above and
below the base of the wetwell.
C. Show the access riser on the 500-gallon storage tank.
d. Show the depth of burial of the 500-gallon storage tank.
e. Confirm that the maximum water level in the storage tank is below the lowest plumbing
fixture in the residence.
f. On the duplex unit the inlet from the house and the outlet to the holding tank appears to
be in different locations. On the simplex units they appear to be the.same. Please clarify.
g. The ballast concrete for the simplex pump station is given as 2 ft3. The calculations
require 27 ft3. Please clarify. See also General Comment 2b above.
h. Show all dimensions of the storage tanks such that buoyancy calculations can be made.
i. Telemetry is not required for the simplex pump stations.
j. Show cut sections of the pump stations including all internal piping, valves, etc. Pump
stations will need an anti -siphon valve when installed on steep downhill sections of the
force main.
k. Provide appropriate elevation data for all E-One duplex pump stations. Tabular form is
acceptable.
1. Pump Control Panel note 3 says `See accompanying table for pump head requirements.
No table is provided.
20. Sheet DT-2
a. The note for the screened vent says `See Detail 3 on Sheet 6'. There is no Sheet 6 in
these plans.
b. Show the top thickness for all wetwells.
C. The guide rails are labeled here as protruded fiberglass. The specifications require
stainless steel. Please clarify.
d. The application calls for a 2-inch force main from PS#6. The plan view shows a 4-inch
gate valve outside the valve box. Also, the section view shows a 6-inch valve. Please
clarify.
e. PS#5 & 6 - The section view labels the gate valve as a MJ tee for the bypass connection.
7

f. Provide a flap valve on the drains from the valve box to the wetwell (all pump stations).
g. A note on the site plan indicates the frost proof hydrant is detail 5 on Sheet 10. There is
no Sheet 10 in these plans.
h. Provide a detail of the generator, transformer and control panel concrete pads.
i. The detail of PS#6 shows a 2-inch and a 2.5-inch influent force main. Sheet C5 shows 2,
2-inch force mains. Please clarify.
21. Sheet DT-3
a. The application shows that PS#7 is served by a 2-inch force main. The plans show
internal piping with a 4-inch discharge elbow with no reducer, Valves are labeled as 4-
inch in the section view and as 2-inch and 4-inch in the plan view. PSs #%. and #6 label
the MJ Tee as 2-inch x 3-inch. Here it is not labeled but the GV is a 2-inch and on PSs
#% & #6 it is a 3-inch. Please clarify.
b. Indicate where the typical manhole is to be used: According to the application, there is no
gravity line on this project.
C. The ARV detail calls for a 4-inch force main. An ARV is also required on a 2-inch force
main. Please clarify.
d. Provide a site plan for PS#7.
e. The thrust block table does not include the line sizes used on this project.
f. Provide a section view of the ARV installation.
g. Consider the use of a wye in the flushing assembly to better force the flow in the
downstream direction.
h. The section view shows 3, 4-inch influent lines and 1, 2-inch influent line. Sheet C&
shows 4, 2-inch influent lines. Please clarify.
i. Plan view - show all 4 influent lines.
22. Sheet DT-4
a. Provide additional details (access road, water service, fencing, etc.) to PS#* site plan (See
PSs #5 and #6).
b. Label the influent and effluent lines in the pump station layout.
C. Section view of PS - The MJ tee is mislabeled.
d. Vent detail - Indicate the material for the vent screen.

f
e. Show all influent lines in both the plan and section views. None are shown in the plan
view and only a 2-inch line is shown in the section view. The layout shows 2 influent
force mains and 1 influent gravity line.
23. Sheet C24
a. Key Note 7 indicates a flushing connection. On the profile it appears to show the surface
elevation. Please clarify.
b. The cover sheet indicates the force main on Sheets C24-C26 is a 3-inch line. These
sheets show a 4-inch line. Please clarify.
C. Provide some indication of the directionof flow and source/discharge or continuation
sheet at Sta 100+00.
24. Sheet C25, Station 117+70 - Move the flushing connection upstream of the sag to allow for
better cleaning of the entire area.
25. Sheet C27, End of line cleanout - Show the 4 x 4 tee noted on Sheet C24. Clarify how the 3-inch
force main connects as no reducer is shown.
L'�

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
TO FROM ❑ Mike Mickey- Winston-Salem Regional Office
❑ Dee Browder- Mooresville Regional Office
❑ Hughie White - Fayetteville Regional Office
❑ Samir Dumpor - Washington Regional Office
❑ Barry Herzberg - Raleigh Regional Office
❑ Dean Hunkele - Wilmington Regional Office
® Roy Davis - Asheville Regional Office
TO FROM Bennie Goetze
919-733-5083 x 375
919-733-0719 (FAX)
[e-mail]
Date: DEC 27, 2006
Application Number: WQ0030038 County: JACKSON
Applicant: BEAR LAKE RESERVE HOA
Project Name: BEAR LAKE RESERVE PHASE 2
Project Type: Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
e
Pump Station/Force Main ❑ Vacuum Sewer ❑
Gravity Sewer ❑
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: BEAR LAKE RESERVE HOA Receiving Facility Permit: WQ0029233
Flow Volume (GPD): 80985 Engineer: BROOKS $ MEDLOCK
SOC Project? [:]YES ® NO
SEPA Project ❑ YES ® NO FONSI Issued? ❑ YES ❑ NO
Pretreatment Program? ❑ YES ® NO Other Issues: Note flow change from previously approved
73660 gpd to 80985gpd
• o 0 0 0 0 0 0� o 0 0 0 0 0 0 0 0 0 0� e•-• • o 0 0 0 0 0 0 0 0�� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0�� o o� o o� o 0 0•
WWTP Approval: M YES ❑ NO
Disp. Method (Spray, Drip, etc.) Approval: JE YES ❑ NO ❑N/A
Comments:
Regional Office Signature: �i./-11 �,, Date: 12/2 /a -
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
TO FROM
Date: DEC 27, 2006
Q
I,t%L
TO FROM Bennie Goetze
919-733-5083 x 375 ®1�
919-733-0719 (FAX)�-
[e-mail]
Application Number: WQ0030038 County: JACKSON UJ5
Mike Mickey- Winston-Salem Regional Office
ce
Dee Browder- Mooresville Regional Office
Hughie White - Fayetteville Regional Office
Samir D—or - Washington Regional Office
Barry Herzberg - Raleigh Regional Office
Dean Hunkele - Wilmington Regional Office
Roy Davis - Asheville Regional Office
Applicant: BEAR LAKE RESERVE HOA
Project Name: BEAR LAKE RESERVE PHASE 2
Project Type: Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main ❑ Vacuum Sewer ❑
Gravity Sewer
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: BEAR LAKE RESERVE HOA Receiving Facility Permit: WQ0029233
Flow Volume (GPD): 80985 Engineer: BROOKS $ MEDLOCK
SOC Project?
SEPA Project
❑ YES ® NO
❑ YES ® NO FONSI Issued? ❑ YES ❑ NO
Pretreatment Program? ❑ YES ® NO Other Issues: Note flow change from previously approved
73660 gpd to 80985gpd
WWTP Approval: ❑ YES ❑ NO S !Pe— n'. -c--
Disp. Method (Spray, Drip, etc.) Approval: ❑ YES ❑ NO ❑N/A ��nQ_
Comments:
Regional Office Signature: Date:
.P
V
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT
re La-J4
Spec
��g tL . j_ct

`O�GDF \NAT�c9QMichael F. Easley, Governor
William G. Ross Jr., Secretary
OCTNorth Carolina Department of Environment and Natural Resources
a „Y
Alan W. Klimek, P.E., Director
Division of Water Quality
October 17, 2006
William H. Clark, President
Bear Lake Reserve Owners Association, Inc.
P.O. Box 179
Tuckasegee, NC 28783
Subject: Acknowledgement of Application No. WQ0030038
Bear Lake Reserve Phase 2
Wastewater Collection System Extension
Jackson County
Dear Mr. Clark:
The Division of Water Quality (Division) acknowledges receipt of your permit application and supporting
materials on October 16, 2006. This application package has been assigned the number listed above
and will be reviewed by Bennie Goetze.
The reviewer will perform a detailed review and contact you with a request for additional information if
necessary. To ensure the maximum efficiency in processing permit applications, the Division requests
your assistance in providing a timely and complete response to any additional information requests.
Please note at this time, processing permit applications can take as long as 60 - 90 days after receipt of
a complete application. To check on the status of an application, please visit
httr)://h2o.enr.state.nc.us/bims/Reports/reportsPermits.html.
The Division has recently reorganized. All sewer related matters are now handled through the
Pretreatment, Emergency Response and Collection Systems Unit under the Point Source Branch EXCEPT
FOR FAST -TRACK SEWER EXTENSION PERMITTING WHICH CONTINUES TO BE ADMINISTERED THROUGH OUR
REGIONAL OFFICES. The Unit is located on the 13th floor of the Archdale building in downtown Raleigh.
If you have any questions, please contact Bennie Goetze at 919-733-5083, extension 375, or via e-mail at
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will
respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS PROJECT.
S'ncerely,
Jeffrey O. Poupa
Supervisor
cc:
Shawn Lynch, Brooks & Medlock Engineering, 17 Arlington St., Asheville, NC 28801
Permit Application File WQ0030038
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
No thCarolina 1617 Mail Service Center, Raleigh, NC 27699A 617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

�pF WA%9Q MichaelF. Easley, Governor,
G, William G.Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
co
Alan W. Klimek, P.E., Director
1�+xision.of_W„ater.Quality
r ,1rI
August 4, 2006 U
Mr. William H. Clark, President
AUG
Bear Lake Reserve Homeowners Association, Inc.
P..O. Box 179
Tuckasegee, North Carolina 28783 WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Subject: Permit No. W00030038
Bear Lake Reserve, Phase 2
Pressure Sewer Extension
Jackson County `
Dear Mr. Clark:
In accordance with your permit application received March 20, 2006, and subsequent
additional information received Date(s), we are forwarding herewith. Permit No. WQ0030038 dated
..August 4, 2006, to Bear Lake.Reserve Homeowners Association, Inc. for the construction and operation
of the subject wastewater collection.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.
Please" . pay particular attention to Permit Condition ` 3 which requires that the 'wastewater
collection facilities.be properly operated and maintained in accordance with 15A NCAC 2H-.0227 or
any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC_ 2H .0200;'the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as..gpplicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June. 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided
by a -North Carolina -licensed Professional Engineer in the application. It shall be- the Permittee's
responsibility to ensure that the as -constructed project; meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute § 143-
215.6A through § 143-215.6C - construction -of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
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, cpnforming 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.
Note ,that the Division has recently reorganized. For .our new organizational chart, see
http://h2o.enr.state.nc.us/documents/dwq_orgchart.pdf. All sewer related matters ' are now handled
through the Pretreatment, 'Emergency Response and Collection Systems Unit under the Point Source
Branch EXCEPT FOR FAST -TRACK SEWER PERMITTING WHICH CONTINUES TO BE ADMINISTEREb THROUGH
OUR REGIONAL OFFICES. The Unit is located on the 13th floor of the Archdale building in downtown
Raleigh. Please ensure the letterhead information is, used. for all correspondence to ensure timely
delivery.
One Pretreatment, Emergency Response and Collection Systems Unit Internet http:/Wo.enr.nc.state.us/ndpu
NOI CY1Carollina _ 1617 Mail Service Center, Raleigh NC 276994617 An Equal Opportunity Action Employer
Rtlirli��l,� Telephone [phone] Fax [phone]%recycled/10%post-consumer paper

. i
Mr. William H. Clark
August 4, 2006
Page 2
One set of approved plans and specifications is being forwarded to you. If.you need additional
information concerning this matter, please contact Bennie Goetze, Jr., P. E. at [phone] extension
375.
Sincerely
II ,
Alan W. Klimek, P. E.
cc Jackson County Health Department
As �eville"�I�'.egi�rJal Office, lNa�e� Qu<
Mr. Shawn Lynch, P. E., Brooks & Mec
Water Quality Central Files
PERCS (formerly NDPIJ) Files
aPerrr, iT—w-QI0a29233)
eering, 17 Arlington Street, Asheville, NC 28801
2

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 1S HEREBY GRANTED TO
BEAR LAKE RESERVE HOMEOWNERSASSOCIATION, INC.
JACKSON COUNTY
FOR THE 1
construction and operation of approximately 675 linear feet of 6-inch gravity sewer; approximately 20
linear feet of 8-inch gravity sewer; a pressure sewer (STEP),collection system consisting of 18, 10-55 GPM
pump stations with simplex pumps, on -site audible and visual high water alarms and approximately 355
linear feet of 1.5-inch pressure sewer; 2,680 linear feet of 2-inch pressure sewer; 730 linear feet of 3-inch '
pressure sewer; 2,525 linear feet of 4-inch pressure sewer; a 42 GPM pump station with duplex pumps
and on -site audible and ..visual 'high water alarms, telemetry and on -site standby generator, and
approximately 1,100 linear feet of 2-inch force main; a 128 GPM pump station with duplex pumps and
on -site audible and visual high . water alarms,- telemetry and on -site standby, generator and.
approximately 1,010 linear feet of 4-inch force main; a 225 GPM pump station with duplex pumps_ and
on -site audible .-and visual high water alarms, telemetry and on -site standby generator and
approximately 100 linear feet of 47inch force main; a 84 GPM pump station with duplex pumps and on -
site. audible and visual high water alarms, telemetry and on -site standby generator and approximately-
705 linear feet of 3-inch force main to serve Bear Lake Reserve, Phase 2 (18, 5-bedroom units and the
Lake Club (9,625 GPD)), and the discharge of 20,495. GPD of collected wastewater into the Bear Lake
Reserve Homeowners Association, Inc.'s existing sewerage system, pursuant to the application received
March 20,.2006, and subsequent additional information -received by the Division, and. in conformity with
the project plans, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources 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
..following specified conditions and limitations:
1. This permit shall become revocable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) ,Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the -
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
2. This permit is effective only with respect to -the nature and volume of wastes described in the
application and other supporting data.
1

3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H ..0227. , If an individual
permit is not required, the following performance, criteria shall be met as,provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards .in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed and shall be.actively maintained.
c. An operation and'maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week. This requirement does not apply to pump stations serving a
single building associated with a properly permitted pressure sewer system.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be'conducted at least -once per year.
g. Inspection and maintenance records shall be maintained for a period. of at least three years.,
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B..0506(a), and public notice shall be provided as required by
North Carolina General Statute § 143-215.1 C.
4. The sewage and wastewater collected by this system shall be treated in the Bear Lake Reserve
Homeowners Association, Inc. Wastewater Treatment Facility (Non -Discharge Permit No...
WQ0029233) prior to being land applied by spray irrigation.
5. No flow shall be made tributary to the subject sewer system permitted herein until the wastewater
treatment plant (Permit No. W00029233) has been constructed and the engineer's certification has
been received by the Division of Water Quality.
6. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is cr name change of the Permittee, a formal permit request most be submitted to the Division
-of Water Quality .(Division) accompanied by documentation from the parties involved and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
7: Construction of the sewers, pump station(s) and force main 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.
8. Per 15A NCAC 2H .0220, 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.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the wastewater collection facilities.
2

10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; 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.
11. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local,
state, and federal) having jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, soil erosion and sedimentation control requirements in 15A NCAC Chapter 4 and
under the Division's General Permit NCGO10000, and any requirements pertaining to wetlands under
15A NCAC 213.0200 and 15A NCAC 2H .0500.
12. The Permittee shall provide the following items for the STEP system:
a. Pump on/off elevations located "so that 2-8 pumping cycles may be achieved per hour in any
centralized pump station serving more than one building.
At least 24 hours of storage capacity above the pump -on activation level for any simplex pump
b. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and side walls.
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood elevation.
h. Adherence with the following minimum separations:
(i) Storm sewers (vertical) 12 inches
(ii) Water mains (vertical -water over sewer) 18 inches or (horizontal) 10 feet
(iii) In benched trenches (vertical) 18 inches
(iv) Any private or public water supply source, including any WS-I waters or Class I or Class II
impounded reservoirs used as a source of drinking water 100 feet -
(v) Waters classified WS (other than-WS-1), B, SA, ORW, HQW, or SB [from normal high water
(or tide elevation)] 50 feet
(vi) . Any other stream; lake or impoundment 10 feet
(vii) Any building foundation 5 feet
(viii) Any basement 10 feet -
(ix) Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
(x) Drainage systems
(1) Interceptor drains 5 feet
(II) Ground water lowering and surface drainage ditches 10 feet
(xi) Any swimming pool 10 feet
(xii) Ferrous sewer pipe with joints equivalent to water -main standards, shall be used where
these minimum separations cannot be maintained. The minimum separation shall
however not be less than 25 feet from a private well or 50 feet from a public water supply
well;
13. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those that may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
14. The septic tank shall be inspected annually for solids content and pumped out as needed.
Documentation for inspection and pumping must be maintained for a minimum of three years.
3

15. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Asheville Regional Office,
telephone number [phone], as soon as possible, but in no case more than 24 hours or on the
next working day following the occurrence or first knowledge of the occurrence of either of the
following:
a. Any process unit failure, due to known or unknown reasons, that render the facility incapable of
adequate wastewater transport such as mechanical or electrical failures of pumps, .line
blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but 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 Part I of Form
CS-SSO (or the most current Division_ approved form), within five days following first knowledge of the
occurrence. This report shall outline the actions taken or proposed to ensure that the problem does
not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current Division approved form) can
also be completed to show that the SSO was beyond control.
16. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is 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 Statute 143-215.6A to 143-215.6C for violation of -or failure to act in
accordance with the terms and conditions of this Permit.
17. The Permittee .shall maintain on hand for immediate installation a supply of spare, fully operational
pump units of each type used in the pressure sewer system. The number of pumps on hand shall not
be less than 10 percent of the number of installed units or one unit, whichever is greater.
18. Each pump station shall be clearly and conspicuously posted with the telephone number of the
owner/operator of the pressure sewer system and instructions to call the number in the event of high
water alarm activation.
Permit issued this the 4th day of August, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION -
Alan W. Klimek, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030038
4

Permit No. WQ0030038
August 4, 2006
System Description:
approximately 675 linear feet of 6-inch gravity sewer, approximately 20 linear feet of 8-inch gravity
sewer, a pressure sewer (STEP)collection system consisting of 18, 10-55 GPM pump stations with
simplex pumps, on -site audible and visual high water alarms and approximately 355 linear feet of
1.5-inch pressure sewer; 2,680 linear feet of 2-inch pressure sewer; 730 linear feet of 3-inch pressure
sewer, 2,525 linear feet of 4-inch pressure sewer, a 42 GPM pump station with duplex pumps and
on -site audible and visual high water alarms, telemetry and on -site standby generator, and
approximately 1,100 linear feet of 2-inch force main; a 128 GPM pump station with duplex pumps
and on -site audible.and visual high water alarms, telemetry and on -site standby generator and
approximately 1,010 linear feet of 4-inch force main; a 225 GPM pump station with duplex pumps
and on -site audible and visual high water alarms, telemetry and on -site standby generator and
approximately 100 linear feet of 47inch force main; a 84 GPM pump station with duplex pumps and
on -site audible and visual high water alarms, telemetry and on -site standby generator and
approximately 705 linear feet of 3-inch force main
Complete and submit this form to the permit issuing office as indicated below with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Changes to the project should be clearly identified on the record drawings or in written 'summary form. Permit
modifications are required for any chances resulting in non-compliance with this permit regulations or minimum
desian criteria.
This project shall not be considered complete nor allowed.to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended that
this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this permit; 15A
NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
.............................................................................:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
K MARIE DOKLOVIC, PE
PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
1617 MAIL SERVICE CENTER
RALEIGH NC 27699-1617
.............................. ................................ ...............
: .
The Permittee is responsible for tracking all partial certifications up until a final certification is received.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.

STATE OF NORTH CAROLINA
COUNTY OF Jackson
Permit No.
his AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this _13� day of
% �h, 20065 by and between the North Carolina Environmental Management Commission, an agency of the
State of North Carolina, hereinafter known as the COMMISSION; and : Bear Lake Reserve Owners
Association, Inc. , 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.
WITNESSETH:
-1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Bear Lake Reserve (hereinafter the Development); of operating,
maintaining, re -constructing and repairing the common elements of the lands 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 lands.
3. The ASSOCIATION has'applied to the COMMISSION for the issuance of a permit pursuant to G.S.143-
2151 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 Unif Ownership (hereinafter Declaration), pursuant to Chapter 47C
or 47F 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.
3. The ASSOCIATION shall provide in the Declaration and Association 0 B fi� em
will be maintained out of the common expenses. In order to assure that all be funds read
FORM: HOA 02/03 Page 1 of 2
tsi R,

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 allocated for the
facility and shall be part of the -yearly budget.._ .
4. In the event the common expense allocation and separate fund(s) are -not. adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater:
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION 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, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION'S successor.
8.. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices. of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL -
MANAGEMENT COMMISSION.
f
V
Alan W. Klimek, P.E., Director
Division of Water Quality = .
Ug115'11 4, zopD
(Date)
Bear Lake Reserve Owners Association, Inc
Name of ASSOCIATION
.000
(Signature) .
_William H. Clark, President
Print Name and Title
March 15, 2006
(Date) . l
FORM: HOA 02/03 Page.2 of 2.

Michael F. Easley,Governor
W AT �RQ y William G. Ross Jr., Secretary
=� r North Carolina Department of Environment and Natural Resources
'E, D
o J U N 2 8 2006 1 Alan W. Klimek, P.E., Director
Ij Division of Water Quality
WATER QUALITY . tgn2�7 E2006
ASHFVILLGREGIONHL UrrlL' r
Mr. William H. Clark, President
Bear Lake Reserve Owners Association, Inc.
P. O. Box 179
Tuckasegee, North Carolina 28783
Dear Mr. Clark:
Subject: Application No. WQ0030038
Additional Information Request
Bear Lake Reserve, Phase 2
Wastewater Collection System Extension
Jackson County
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject -permit application package. Additional information is required before we can continue our review.'
Please address ,the attached items no later. -than July 27, 2006. _
Please be aware that you are'\responsible for meeting all requirements. set forth in North Carolina rules and
regulations. Any oversights that occurred -in the review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made in responding to the above items may result in
future requests for additional information. -
Please reference the subject application number when providing the requested information.. Two copies of all
revised and/or additional documentation should be signed, sealed, dated, and submitted to my attention at the
address below. Please note that failure to provide this additional information on or before the above requested
date may result in your application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at (91'9) 733-5083,
extension 375. You may also check the future status of this project online at
hgp://www.ncwatgguality.org/bims/ and following the report links. Thank you for your cooperation.
Sincerely,
A. Bennie Goetze, Jr., P. E.
Environmental Engineer
cc:. 1r'oBals'1eva141eginna�Surface �Vtex,�Potec
Mr. Mark Brooks, P. E., Brooks & Medlock Engineering, 17 Arlington St., Asheville, NC 28801
Permit Application File WQ0030038
None Carolina
Nturu!!y
Pretreatment, Emergency Respone & Collection Systems Unit 1617.Mail Service Center Raleigh, NC 27699-1617
Location: 512 N. Salisbury St. Raleigh, NC 27604 Phone [phone] Customer Service
Internet: www.ncwaterqualitv.ors Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Bear Lake Reserve Owners Association, Inc. .
Bear lake Reserve, Phase 2
Pressure Sewers, Pump Stations and Force Mains
Application Number WQ0030038
Review Comments
June 27, 2006 -
General
1. Application
a.. Part 111.2 - Indicate how the requested 40,000 gpd of flow was derived. This number does .
not agree with the values given in the calculations.
b. Part V.6 - The line sizes in the table (1.5", 3" & 4") to not agree with those on the plans
(1.5", 2" &.4"). Please clarify.
C. Part V.6 - The pump models shown here do not agree with those in the calculations.
Please clarify.
d. Part V.6 - The line lengths shown in the table do not agree with those shown on the plans.,
Please clarify.
e. Part V.11, PS#1 - The force main -length of 1100' does not agree with the profile sheet
(1075'). Please clarify.
f. Part V.11, PS#4 - The force main length of 705' does not agree with the profile sheet
(625'). Please clarify.
g. :.Part V.11, PS#2 -The force main length of 1100' does not agree with the profile sheet
(1015'). Please clarify...
2. Declaration and By Laws - The language required by the HOA_agreement attached to the
application does not appear to be included in these documents. Please indicate where the
requirements can be found or provide updated documents with the appropriate language. This
comment was not directly addressed. Another copy of the documents was provided. As
stated above, indicate where in the documents the required language can be found.
3. Calculations
a. All submitted calculations should be those used in the final design. (i.e. use Qp from the
system curve rather than Qneeded based on ADF *peaking factor.)
b. Show complete calculations. (i.e rather than h=xx, show how h was determined, elev2 -
elevi).
C. Page 3, .l" para - This states that PS#3 is to have an 8' dia. wetwell. The buoyancy
calculations on Page 14 indicates the weight of a 6' dia. wetwell. Please clarify.
.1

d. Page. 6 The cycle time paragraph is confusing. How was the 34.54 gpm figure derived
and how is it used in the ongoing calculations? These calculations should use the
pumped flow rate from the system curve analysis. See comment 3.a. above.
e. Page 14 - The volume of the wetwell is not consistent with the requirement for 8" thick J
walls (per manhole specifications).
f The pump station designs are for ultimate build out. Provide calculations to show the
operating conditions for this phase of development.
g. The data provided shows a static head of 93 feet for PS#4 and 128 feet for PS#12.
Indicate the surge relief measures to be provided:
h. Provide complete output from the pressure sewer model, including all input and output
pages.
i. Model results indicate that several pumps maybe operating at a negative total dynamic
head (TDH). Confirm that these pumps are capable of operating under this condition
without damage.
j. Consideration. should be given to changing the 4' line to a 3' line. This will minimize the
extent of negative pressures.in the system and also improve the operating conditions for.
some pumps with a minimal TDH.
4. Odor and corrosion will likely be a problem at PS#3 where the pressure system discharges.
Indicate measures taken to prevent or minimize these problems.
Specifications
1. Page 6, Section 1.05(a) - Water removed by dewatering operations shall be -disposed of in.a
manner that will not violate the NC Sedimentation Pollution Control Act.
2. Page 6, Section 1.05(f) -Clarify the reference to Special Conditions.. None are,included in these
documents. See -also Page 9, Sections 1.12(b) and 1.14 and others'throughout the documents.
3. Page 14, Section 2.06(b) The 30-d4y waiting period may waived if the backfill is compacted
to 95% proctor.
4. 'Pages 14 &_15 - Clarify the reference to "The District'.
5. -Page 24, Section 2.08(m) - Concrete -is in Part.III and not II as indicated here.
6. Page 43, Section 4.09, Autodialer - Generator start/fail shall be an alarm condition. See also
page 62, Section 5.09.
7. Page 45, Section 4.12 Indicate the number of hoists to.be provided. See also Page 64, Section
5.12.

8. Page 50, Section 4.18 - A leakage test is also required. It may be performed simultaneously with
the hydrostatic test. The leakage limit is 10 gpdim. See also Page 8, Section 5.18.
9. Page 71 - Indicate the size of the generator required.
10. Provide erosion control specifications, seeding, etc.
Plans,
1. Review all sheets for consistency. There appears to be elevation differences between the profile
sheets and the detail sheets.
2. Sheet 1 __ Show all end -of -line and low point cleanouts.. These should also be shown on the
profile sheets.
3. Sheet 3, Station 1+00 - Label the'4x2 reducer.
4. Force main profiles - Label the inverts in and out of the pump stations.
5. Sheet 7 - The STEP system detail.requires 1.5" discharge piping and service line. Based- on the
revised pump selections, some of the pumps require 2" discharge piping and service lines.
Indicate which units require which piping configuration.
6. Sheet 8 -
a. Show all inverts into the pump stations. See also sheets 9 & 10.
b. PS#2 - The invert in of 2708 feet is higher than the top of wetwell 2705 feet.
C. PS#2 - The top of wetwell is given as 2705. but the ground surface is gives as 2604.5.
Please clarify.
7. Sheet 9
a. PSO Detail - The base thickness is -shown as 32". A note states that the base shall be not
less than lthick. The minimum thickness should be that required by the buoyancy
calculations.
b. PSO is shown in the calcs as having an 8' dia. wetwell.- It is shown here as a 6' dia.
wetwell. Please clarify. Note that the specifications require 8" thick walls for an 8' dia.
manhole..
8. Sheets,89, & 10 - The specifications require a portable hoist. No mountings are shown on the
pump station details,
9. Sheet 10. - Provide details of the in -line and end-of-lifie cleanouts for the pressure sewer.
10. Provide details of the portable hoist.
3

�pF WATF9Q Michael F. Easley, Governor. `
p (� William G. Ross Jr. Secretary
r North Carolina Department of Environment and Natural Resources
'"'---.--...-- r_ �
(IMan W. �mekrlP.E. ctor
vis n o Water (� viol
1H H r---
Mr. William H. Clark, President
Bear Lake Reserve Owners Association, Inca
P. O: Box 179 -
Tuckasegee, North Carolina 28783
Dear Mr. Clark:
May 3, 2006
M AY 4 2006
iL__._----
��VATER QUAl_IT r SCTIOf� —
Subject: Application No. WQ0030038
Additional Information Request
Bear Lake Reserve, Phase 2
Wastewater Collection System Extension
Jackson County
The Pretreatment, Emergency Response and Collection System Unit has conducted a preliminary review of the
subject permit application package. Additional information is required before we can continue our review.
Please address the attached itemsno later than June 2, 2006.
Please be aware that you are responsible for meeting all requirements set forth in North`Carolina rules and
regulations. Any oversights that occurred in the. review of the subject application package are still the
responsibility of the applicant. In addition, any omissions made'in responding to the above items may result in
future requests for additional information.
Please reference .the subject application number when providing the requested information. Two copies of all
revised and/or additional documentation should be signed, sealed, dated; and submitted to 1ny attention at the
address below. Please note that failure to provide this additional information on or before the above requested .
date may result in .your application being returned as incomplete.
If you have any questions'regarding this request, please do not hesitate to contact me at [phone],
extension 375. You may also check the future status of this project online at
http://www.ncwatgLrquality.org/bims/ and following the report links. Thank you for your cooperation.
Sincerely,
I dl�-.
A. Bennie Goetze, Jr., P. E.
Environmental Engineer
cc: �y nave► hevlle�Regiarral�Offrce Surfc%Yt�r�PrnttionSectio
Mr. Mark Brooks; P. E., Brooks & Medlock Engineering, 17 Arlington. St., Asheville, NC 28801
Permit Application File WQ0030038
N'I a CarOlina
atura/71
Pretreatment, Emergency Respone & Collection Systems Unit 1617 Mail Service Center Raleigh, NC 27699-1617
Location: 512 N. Salisbury St. Raleigh, NC 27604 " Phone [phone] Customer Service
Internet: www.ncwaterqualibLm Fax [phone]
i
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Bear Lake Reserve Owners Association, Inc.
Bear lake Reserve, Phase 2
Pressure Sewers, Pump Stations and Force Mains
Application Number WQ0030038
Review Comments
May 3, 200,6 .
General
1. Based on the A/E's certification in the Permit Application that all 15A NCAC 2H .0200
requirements regarding gravity sewers and force mains, and the Division of Water Quality's
Gravity'Sewer Minimum Design Criteria adopted February 12, 1996 have been met, a review of
these items has not been performed. It shall be the permittee's responsibility to ensure the plans
and specifications meet the appropriate design criteria and rules. Final approval of these
documents will not imply approval of any variance from these criteria unless specifically
requested and granted. Failure to comply may result in penalties in accordance with North
Carolina General Statute 143-215.6A — 143-215.6C, construction of additional facilities, and/or
referral of the N.C. Professional Engineer to the licensing board.
2. Declaration and By Laws - The language required by the HOA agreement attached to the
application does not appear to be included in these documents. Please indicate where the
requirements can be found or provide updated documents with the appropriate language.
3. Provide completed gravity sewer and pump station application pages from form PSFMGSA-
1.0/99.
4. Application Part 111.3 - Indicate the total number of bedrooms in the project and the flow
allocated for the Lake Club building.
5. Application Part V.4.a - Provide the source of the 100 year flood elevation.
6. Calculations
a. Provide buoyancy calculations for the septic tank pump stations.
b. Page 5 (PS#1) .
i. The depth of displaced water does not agree with the dimensions shown on the
plans. The submerged depth. appears to be 2603.5 - 2587 =16.5 feet.
ii. The calculations do not take into account the 6-inch extended base shown on the
plan and the associated soil weight.
C. Page 7 (PS#4)
i. The depth of displaced water does not agree with the dimensions shown on the
plans. The submerged depth appears to be 2604.5- 2594.6 = 9.9 feet.
ii.. The calculations do not take into account the 6-inch extended base shown on the
plan and the associated soil weight.

d. Page 10 (PS#2)
i. The depth of displaced water does not agree with the dimensions shown on the
plans. The submerged depth appears to be 2710- 2699.5 =10.5 feet.
ii. The calculations do not uke into account the 6-inch extended base shown on the
plan and the associated soil weight.
e. Page 11(PS#3) - Provide the expected.ADF to this pump station, without regard to the
influent pumped rate. Note that it is unlikely that the maximum influent pumped rate of
292 gpm will be experienced as it is unlikely that all pumping units will be on at the same
time. The station should be designed to pump a minimum peak of 2.5 times the ADF.
See comment n. below regarding, the selection of an appropriate peaking factor.
f. Page 12 (PS#3)
i. The depth of displacedwater does not agree with the dimensions shown on the
plans. The submerged depth appears to be 2824.5- 2810.75 =13.75 feet.
ii. The calculations do not take into account the 6-inch extended base shown on the
plan and the associated soil weight.
iii. The calculations show a 4-foot thickened base. The plans show a 2-foot base.
Please clarify.
g. Provide updated buoyancy calculations for PS#3 as the design has been changed from a
10-foot square wetwell to a 10-foot diameter wetwell. See comments b. and c. above for .
relevant requirements.
h. 'The cycle times for the duplex stations do not meet the Minimum Design Criteria for
Pump Stations and Force Mains (MDC) requirements of 2-8 cycles per hour. The
required volume for a given number of cycles per hour can be estimated from the
following formula: V = tq/4,where V is the required volume in,gallons, t is the time
between starts,. and q is the pump capacity in gpm. For a more accurate number use q`=
pump rate - adf. The formula is from,WPCF Manual of Practice No. FD-4 `Design of
Wastewater and Stormwater Pumping Stations'.
i. Cycle Time Calculations
fill time = vol/inflow(adf)
pump time = vol /(pump rate - inflow(adf))
cycle time - fill time + pump time
cycles/hour = 60/cycle time.
j. Page B-15 - The pump operating point is not on the pump curve.
k. .Page B-28, PS #2 - The operating point of 117 gpm @ 131.81 ft TDH is not on the pump
curve.
1. Page B-33, PS #3 -'The operating point of 400 gpm @ 46.72 ft TDH is not on the pump
curve.
2

in. Provide, a plot of the system curve vs pump curve for each of the duplex stations.
n. Provide" a basis for the use of a peaking factor of 2.5. The MDC provides a population
based formula for determining the peaking factor. This formula must be used unless an
adequate basis can be provided to use a different figure. PF = (18 + POP"2)/(4+ POP',)
o. Up stream pump stations do not need to pump their peak flow plus the incoming pumped
flow. The flow to pump is the incoming flow (total based on ado times the appropriate
peaking factor. Insure that the volume between lead pump on and lag pump on is
sufficient to accommodate the. pumped inflow (pump rate times pump run time) without
starting the lag pump. When evaluating inflow it is necessary to consider the operating
hours of the facility(ies) served. (i.e. residences - 24 hrs, schools - 10 hour day, etc.)
p. Pages C-2 - C-9 are not in the appropriate appendix section.
q. Page C-11 - Odor and corrosion control must be provided for the effluent pump
installations.
r. Page P-22 - Provide a clarification for the negative discharge numbers.
7. Provide a portable generator plan indicating the number of generators, provided, the staff
available and the time to cycle between the pump stations to show that the generators can be
distributed and moved without an overflow at any station.
Specifications
1. Provide detailed construction specifications for this project.
Plans
1. Sheet 1
a. Clarify the piping in the area of PS#3. . There are two Key Notes 14, one on a 6-inch pipe
and one on a 4-inch pipe. There is no Key Note 15 on the drawings.
b. Identify the source/destination of the force main labeled Key Note #11.
C. Show the location of the WWTP.
d. General Note 11 - The A/E will be required to provide as -built. drawings and certify that
the project was built.in conformance with the plans, specifications and permit as issued
by DWQ. See also note 10, Sheet 2.
2. Sheet 2
a. Cleanouts should be provided at all junctions of the 6-inch gravity lines.
b. Label the line size for the gravity line from the east most building (near Key Note #9).
C. Key Note #1 says 2-inch sch 80 PVE force main to WWTP. The drawing shows this
force main discharging to PS#4. Please clarify.
3

3. Sheet 3
a. Schedule B - Clarify the flow for the pump at Lot #247. It is shown here as 218 gpm.
The maximum flow per the manufacturer's pump curve is 80 gpm.
A screened vent must be provided on all simplex stations.
The control panel must be labeled with the name and number of the.24-hour emergency
contact.
The bottom of the tanks with the grinder pumps should be sloped to the pump to insure
that the solids caWbe pumped from the tank.
Show the depth of soil over the pump tanks.
Grinder Pump Detail Label the ball/gate valve in the wetwell.
A. Sheet 4
a.. Electrical Detail
i. A note calls for an automatic transfer switch. Another item is labeled quick
connect fora portable generator. Please clarify as a manual transfer switch is used
with a portable generator.
ii. Per the 1JDC sufficient 110-volt electrical receptacles shall be provided to facilitate
maintenance at the pump station. If located in -an outdoor area, the receptacles shall be
of the ground fault interruptible type and,shall be protected from the weather elements.
b. Provide the dimensions of the fenced area for the pump stations. A note indicates that the
security fencing is to be provided by others. Security of the pump station. site is a design
requirement and must be included in these documents.
C. Show the diameter and wall thickness of the wetwells.
d. Show the distance from the top of wetwell to the gravel.
e. The plans do not show a water line to the pump stations. Indicate how cleanup and wash
down operations will be accomplished.
f.. Pump Station #1 - The pump characteristics of 30 gpm @ 70 ft TDH given here do not
match those from the calculations 30 gpm. @ 34.59 ft TDH (calc pages 4 and B-13).
Please clarify.,
g- Pump Station #2 - The pump characteristics of 117 gpm @ 135 ft TDH given here do not
match those from the calculations - 117 gpm @ 131.82 ft TDH ( calc pages 10 and B-26).
Please clarify.
h. Site plan for PS#1 - It is recommended that the transformer be located inside the fenced
area if at all possible.
4

i. The wetwell thickness notes do not agree with the minimum thickness required by the
calculations.
5. Sheet 5
a. Pump Station #3 - The pump characteristics of 400 gpm @ 50 ft TDH given here do not
match those from the calculations - 400 gpm @ 46.72 ft TDH ( calc pages 11 and B-31).
Please clarify.
b. Thrust Blocking Detail - Provide blocking dimensions for pipe sizes utilized on this
project (i.e. 1.5", 2", 2.5" 3" and 4")
C. The wetwell thickness note does not agree with the minimum thickness required by the
calculations.
d. Show the diameter and wall thickness of the wetwell. '
6. Sheet 6
a. Pump Station #4 - The pump characteristics of 51 gpm @ 125 ft TDH given here do not
match those from the calculations - 51 gpm @ 124.14 ft TDH ( calc pages 7 and B-20).
Please clarify.
b. The wetwell thickness note does not agree with the minimum thickness required by the
calculations.
C. The plans do not show a water line to the pump. stations. Indicate how cleanup and wash
down operations will be accomplished._
d. Show the diameter and wall thickness of the wetwell.
e. Provide the dimensions of the fenced area for the pump stations. A note indicates that the
security fencing is to be provided by others. Security of the pump station site is a design
requirement and must be included in these documents.
7. Provide connection details for wetwell sections.
8. Provide profiles of all force mains and gravity piping. Show all fittings, cleanouts, etc. in the
profile.
5

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
FROM ❑ Mike Mickey- Winston-Salem Regional Office Date: Mar 29, 2006
❑. Dee Browder- Mooresville Regional' Office
❑ Hughie White - Fayetteville Regional Office
❑ Wayne Bryant -Washington Regional Office
❑ Barry Herzberg - Raleigh Regional Office
Dean Hunkele - Wilmington Regional Office
® Roy Davis - Asheville Regional Office
TO 1W Bennie Goetze
919-733-5083 x 375
919-733-0059 (FAX)
[e-mail]
Application Number: WQ0030038 County: Jackson
Applicant: Bear Lake Reserve Owners Assoc.
Project Name: Bear Lake Reserve Ph 2
Project Type: Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main
Gravity Sewer
❑ Vacuum Sewer
IN
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: Bear Lake WWTP Receiving Facility Permit: WQ0029233
Flow Volume (GPD): 40000 Engineer: Brooks & Medlock Engineering.
SOC Project? • ❑ YES ® NO
SEPA Project ❑ YES ® NO FONSI Issued? ❑ YES ❑ NO
Pretreatment Program? ❑ YES ® NO Other Issues:
WWTP Approval: X<ES ❑ NO
Disp. Method pray rip, etc.) Approval: ❑. YES ❑ NO ❑N/A
Comments:
Regional Office Signature: Date: 3 13 ro� 00Cx
6
ru
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER TREATMENT AND RECLAIMED WATER UTILIZATION 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
Centex Destination Properties
Jackson County
FOR THE
construction and operation of a wastewater treatment and reclaimed water utilization system limited to
125,000 gallon per day (GPD) from April thru November, and 25,000 GPD from December thru March,
which consists of:
an influent pump station with dual 220 gallon -per minute (GPM) pumps and audible/visual alarms; an
influent flow meter; a manually cleaned bar screen; a 35,000 gallon flow equalization basin with two (2)
116 GPM pumps and two (2) 71 cubic . -feet per minute (CFM) blowers; a flow splitter box; two (2) 12,50.0
gallon anoxic tanks each with two (2) activated sludge airlift pumps and two (2),, 1.9 horsepower (hp)
mixers; four (4) 29,300 gallon aeration tanks served by three (3) 135 CFM blowers; four (4) 10,600
gallon clarifiers each with air lift returns; a 34,400 gallon aerated sludge holding tank with air lift Pumps
and one (1) 71 CFM blower; a microscreen drum filter with a h i igh pressure backwash system; an
Ultraviolet (UV) disinfection system; an effluent - flow meter; a turbidimeter; an onsite emergency
generator; an 18,000 gallon, pump tank with dual 190 GPM pumps and audible/visual alarms;,'a 625,000
gallon synthetically lined five (5) day upset pond; a 344,900 gallon above ground circular storage tank; a
drip irrigation flow meter; a disc filter; twenty (20) drip irrigation fields totaling 15.2 acres and served by
approxim . ately 44,100 emitters each rated at 1.02 gallons per hour (GPH);
to serve 958 bedrooms and a clubhouse- at Bear Lake Reserve with no discharge of wastes to the surface
waters, pursuant . to the application received August 18, 2005 and subsequent additional information
the project plan, specifications, and other supporting
received by the Division, and in conformity with data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until . September 30, 2010i and shall be
subject,to the following specified conditions and limitations.:

OF WAr,4 Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O C
,Alan W t.e , P.E., Director
I�
Derision of Water Quality
March 3, 2006 E C E
Shawn M. Ly tf , PE j
Brooks & dlock Engineering, PLLC PEAR - 8 2006 1
17 Arlin n Street
Ash le, North Carolina 28801
WATER QUALITY SECTION .
ASHEVILLE REGION I,. CFRCE
UBJECT: Bear Lake Reserve Phase 2 Pressure Sewer -- --� -�-
Dear Mr. Lynch:
We received your permit application March 1, 2006. Upon reviewing the applications, it has been determined that only
one fee is required. Enclosed find your original check for $800. Please respond by providing a $400 check
(unfortunately, refunds are difficult and untimely thus it is simpler to request a new check) as soon as possible so we
may process this application.
.Also enclosed'are your permit applications. The Articles of Incorporation for Bear Lake Reserve do not show Mr. William
Clark as a member of the Association nor is his title provided on the application as requested. It appears Mr. Clark is with
Centex Destination Properties. Please amend the applications accordingly by modifying Item 1(2) and obtaining the
proper signatures. The name on the front and the signing official on the back of the application must match.
We offer these miscellaneous comments based on a cursory review: The application mentions condominiums,'homes
and a Lake Club Building. We would also like a more detailed flow accounting for the residences and Lake Club Building
(i.e. how was 40,000 gpd calculated). Note that the minimum flow for one and two bedroom units is 240 gpd/unit and
then it increments by 120 gpd/unit for each bedroom above two. The Collection System Design Report has not been
sealed. Please provide two copies of a sealed cover sheet. The project narrative mentions 6-inch gravity sewer for
Pump Station 1. Any of this line that collects from two sources should be included in the application. We did note the 8-
inch gravity sewer.
Attached is our policy regarding power reliability for simplex pump stations. We do allow less than 24 hours storage
capacity. However, it must be demonstrated that the storage exceeds the longest power outage over the last three
years or the response time to replace a failed pump. Please review. the policy and provide the supporting documents and
sealed calculations.
Lastly, because the application is now in the Association name, we need Form HOA 02/03 completed as enclosed by
the proper signing official. We will also be requesting a copy of the Declarations to review them for the language required
by Form HOA 02/03. Please inform your client of this pending request as amending or developing Declarations can be
time consuming.
One the above information is submitted, we can log the applications into our system and begin the technical review
process. If you have any questions, please contact me at the letterhead address. Our apologies for any confusion.
Sincerely,
K.XaOeDokl�ic, PE
Environmental Engineer
Enclosu/Roy
es
Cc: Davis, ARO
Application File
One Pretreatment, Emergency Response and Collection Systems Unit Internet httpJ/h2o.enr.nc.state.us/ndpu
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