WQ0030131_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 18, 2006
Mr. Stephen Rosenburgh, Manager
Annacar Golf, LLC
4521 Sharon Road
Suite 420
Charlotte, NC 28211
Subject: Permit No. WQ0030131
Stonebridge Goff Club
Annacar Golf LLC
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Rosenburgh:
In accordance with your application received on April 14, 2006, we are forwarding herewith
Permit No. WQ0030131, dated April 18, 2006, to Annacar Golf LLC for the construction and operation
of the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified herein. This
cover letter shall be considered a part of this permit and is therefore incorporated herein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 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 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
No a hCarolina
)atura!!y

Plop'
Mr. Rosenburgh
Page 2
April 18, 2006
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
Annacar Golf LLC for the construction and operation of a 25 gallon per minute pump station (with
duplex pumps and on -site audible and visual high water alarms, and wet well storage), and
approximately 1,350 linear feet of 2-inch force main as part of the Stonebridge Golf Club project, and
the discharge of 3,000 gallons per day of collected domestic wastewater into Union County's existing
sewerage system, pursuant to the application received April 14, 2006, and in conformity with 15A
NCAC 2H .0200; 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 fled and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
• The sewage and wastewater collected by this system shall be treated in the Union County
WWTP (Twelve Mile Creek NPDES No. NC0085359) prior to being discharged into the receiving
stream.
. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
f Per � -r
for Alan W. Klimek, P.E.
cc' Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0085359)
Kelly Hayes, LandDesign
Surface Water Protection Central Files
Marie Doklovic, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 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 shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these'faciiities 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 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 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.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under
the Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
12. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 18th day of April, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Z�
for Alan W. Klimek, P.E., Director •
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030131
3

Fast Track Engineering Certification
Permit No. WQ0030131
April 18, 2006
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (111 periodically, ❑ weekly, ❑ full time) the construction of the Stonebridge Golf
Club, a Union County project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
ig Mailing Address
4)z.
Vim:_•:
sr t �E
>, as
+Y��Y
State
1 h. 704-442-2525
Telephone
City
lg. 28211
Zip Code
1 i. 704-4420585
Facsimile
1 j.
E-mail
2. Project (Facility) information:
r c:7�s
2a. Stonebridge Golf Club
Brief Project Name (permit will refer to this name)
`Fl&As 3. Contact Person:
*
�*3a. Kelly E, Hayes, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
4 `3b. 704-376-7777
Phone Number E-mail
�,.>>
,,1. Project is ®New El Modification (of an existing permit) If Modification, Permit No.:
;.0 For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified Information In this permit application - dono
duplicate project Information In B(7) and B(10-11) that has already been Included In the original permit.
2b. Union
County Where Project is Located
ba
�?k ,s
41.2. Owner is El Public (skip to Item B(3)) ®Private (go to item 2(a))
x 2a. if private, applicant will be:
?,��
. .,r
��:}�:. ®Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
°� ❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
-' 3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
Application Number:
(to be completed by DWQ
Q(�30
la. ANNACAR GOLF LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Stephen Rosenburgh, Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
;q ❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ® Other(specify):Golf Club
l: y Id. 4521 Sharon Road, Suite 420 le. Charlotte
1f. North Carolina
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction 111)
❑ Homeowner Assoc./Developer (Instruction 1V)
"4a. Twelve Mile Creek
Name of WWTF
1.045a. Union County Public Works 5b. 8 i ch
Owner of Downstream Sewer
6. The origin of this wastewater is (check all that apply):
n i❑ Gravity
Receiving Sewer Size pi Force Main
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
3c. [e-mail]
4b. NC0085359
- WWTF Permit No.
5c. WQ0024010
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
® Other (specify): Golf Club
Volume of wastewater to be allocated for this particular project:
*Do not include previously permitted allocations
Permit Number of Downstream Sewer (if known)
3.000 gallons per day
. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated In Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
Domestic/Commercial
Industrial!
Other (specify):

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary), This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) pR indicate the following:
0
LL.
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
D A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody,
Location ID on Map
(self chosen - as shown on
map for cross-reference)
Stonebridge Golf Club
Name of
Waterbody
Little Twelve Mile
County
Union
River Basin
Catawba
Waterbody Stream Waterbody
index Classification
11-138-2-3
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification.
I, Stephen Rosenburgh, attest that this application for Stonebridge Golf Club has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required pails of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete, Note: In accordance with North Carolina Genera/ Statutes 143-215,6A and
143-215,68, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25, 000 per violation,
la. .;;;1
Signing Official Signature
2. Professional Engineer's Certification2
:.
0
Date
I attest that this application for Stonebridge Golf Club has been reviewed by me and is accurate, complete and
consistent with the information in the engineering plans, calculations, and all other supporting documentation to the best of
my knowledge, I further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, 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 NC
General Statutes 143-215,6A and 143-215,68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to S25,000 per violation.
2a. Kelly E. Hayes
Professional Engineer Name
2b. LandDesign
Engineering Firm
2c. 223 North Graham Street
Mailing Address
2d, Charlotte
City
2g, 7017376-7777_ 2h, 704-376-8235
Telephone Facsimile
2e. NC 2f. 28202
State Zip
2i, khayes@lanOdesign..corn
E-mail
Seai, Signature & Dae
PTA 10/611 Pov 0410c

Date: 2/15/05
Scale i" 100'
Prrijcr d: ' 003038
PR3fecz At:'
US "L Jebridge1100 CAM
Stonebridge
Stonebridge Golf Club House
Union County,�North Carolina
b i1liIT f211'1O53A2:11 P0.4
743 $ 6reiNuN Ser.re 0,Nriw.rc, NC. AIM
704.333 rkrls e NAM/324s

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'.TOTAL
. • HEAD,
IN
Meters Feel'
35-
30 -
25 -
20 -
15-
10-
5-
0"
100
80
60
40
20
eAA.43(to 05e IVIvies5ficriIN
rxance curves.
•
9 DI
•
SUBMERSIBLE GRINDER PUMPS
.MODEL: WG20/WGX20/WGl20
SPEED .3450., RPM
)CTOBER 1; 1990
•
•
,J 5
T
47,
•
25
QS
Tb
00
.'•10
20
30
40 - 50U.S. Gallons
0
40 80 120 1 &0'• Liters
FLOW PER MINUTE •
•

WGX20 (EXPLOSION -PROOF)
• • (1A/GX20 only)
' •
• ,;•';17z.;-1 -
• $1. e
• ;::$
.•••
• . .
•,::.
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. •
. , .
114 HE
513131,0.19SWEI.C,EN,p, 411 GAL GPINDERTDMP.DESIGNED
TOR RESICcENT14LIG.gT,C01141-2RCIA4ORIINDUETRIAL
AFPLICATIONS::if.Is e4DeciIW suited for-de:1h pressure
sewer applications okrinygems with long discharge runs
Or high static hOcads":0e WG2O fe-atures a patented cutter
mechanism and recessed .l.mpKler.olesign to efficiently
grind typical dopestic sewage solids a fine slurry.
• •- The WG2O dwey.p.urip,#.1arvailob10.iii standard and
U.L.'Llsted*.e0lOSionTprocil(W.GX,20);tonstrudtion for use
.ln.Clazs 1. GrouivD hazardous locations
The WG2Q:Oan be installed in a variety of packaged
systems. FaCtOy-assenibled simplex Or duplex packages
with guide raif systems or Suspended systems are available.
Individual rati cdit).POrients are also available for installa-
ffon In oh -site concrete systems. P.E. Myers offers a
complete line of submersible. surrip, Sewage. effluent,
grinder, non -clog wastewater pumps, cpntrols, basins and
accessories. Foradciitionai inforthation, 'please contact
yourldcal Myers representative or the Myers Ashland,
Ohio 'sales office at 419/289-1144.
ADVANTAGES BY DESIGN •
IDEAL FOR USE IN' PRESSURE SEWER SYSTEMS.
'Recessed impeller provides steep nonoverloading
operating curve.
L
Standard and Explogon-proof
2 HP Submersible Grinder Pumps
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
▪ oil -filled motor for maximum heat dissipation
and constant bearing' lubriccrtion,
N Recessed impeller reduces.radial .1:Dectf.ing
loads; increases bearing life, • • -
High -torque capacitor start,Sim:gte.:phpse or
thrkR•ptiaie Motors for asiureill.:'Starting under
heavy load.
• Secrl-leakprobes and on-win.cling*at.sensors
warn of seal leak condition. and §1qp,rrior if
rnotor over heats. Helps preVent costly motor
damage.
THE 9/..,,00 ISSE• SIGNED FOR EASY MAIN'TENANCE.
Stgbdding ring and grinder impeller are
lipl&eable,734tfibUtdisthantling pump or motor.
PRODUCT..CAPABILITIES
• Heads To •
Liquids Handling
_Thierriattenittliitiid•TerriP.-' • '
Winding Insulation Temp..
(Class B)
Ivlotoalectrical.pata • .
(Single Plictkein'cgirs are.
cap.:at:flat:10# ,typ 0.• Myers
pontrolfpapelsbr,Capacitor
kitsgrer:03,2*6449F..ProP or
opercrtiort;and*arrarity;):. •
Optional
Acceptable PH Range
SpePifiC Gratriti;r.;'•' •
Discharie.,NPT • '
Minis*p
.40 GPM
150 LPM
•• 105 ft. 32.1 m
domestic raw sewage
to.140T j up to 60*C
• 266°F
130°C
• 2
,p,04,or.:230 volts,A0 Hz
•• •3''kti:11744-0110iiitin.
CrefiRlArko D
(V..1,GXQI'atilivileto81 18
• ••••••1••••:•.•;11?.:ii,,01,.';.f-'-ii.Ptiti:
••.• • i4';:...45:',28I5-5rs‘gf4
•:f.t-1/4;ifilfX
-•
;40,6 min
cm
i:atiOns aufsPWiWtTag12ii'tZg:fitaltiCitio.ns.
• pil• ' •
_ Construction Materials
Motor Housing, Seal-- Housing
Cord Cap and Volute Case
Impeller
_ Power Cord
Control Cord
Mechanical Seals
Standard •
Optional
LPump. Motor Shaft
Fasteners
Shredding Ring and
Grinder Impeller
cast Iron_ Class 30 -.
ASTM A48-76
recessed. bronze
15 ft. 14/4 SOW/SOW-A
15 ft. 18/5 SOW/SOWA
double tandem.
carbon and ceramic
lower tungsten carbide
_416 SST
300 Series SST
440 SST. 58-60 Rockwell
WHERE INNOVATION MEETS TRADITION
Myers.

20 an
GX2 0 (EXPLOSION -PROOF)
Standard and Eplosion-proof
2 HP Sabmeisible'Gznder Pumps
STATOR -
2 HP. 3450 RPM. 1 and 3
phase. Press fit.tor.perfect
alignment and -best heat
transfer. Oil -filled motor
conducts heat and
lubricates bearings.
GRINDER ASSEMBLY
Grinder impeller
and shredding ring
are replaceable
without dismantling
purnp. Constructed
of 440 SST hardened
to 56-60 Rockwell.
CABLE .M
Provides double seal •
protection. Cable:jacket • :'
sealed by compression
grommet. Individual wires
sealed by epoxy potting.
SLEEVE BEARING
Takes radial
load: provides
flame path. (UL
listed pumps
only.)
•
• HEAT SENSOR
Protects motor from burnout
due to excessive heat from
any overload condition.
Automatically resets when
motor has cooled. . .
BALL BEARINGS
Upper and lower ball
bearingssupport shaft
and vital. arid. take'a3dal
and radial loads. •'•
•HEAV1( 4'15 SST SHAFE •
;,Corrosion resistant: •'.:
Reduces shalt deflection
due' to grinding
SHAFP sEALS ..•
Double tandem mechanical
shaft seals.protect motor.
Oil -tilled seal chamber pro-
vides continuous lubrication ....
SEAL LEAS ,PROBES."
•:Detect waterin sealhousing.
:Activates warning light in
.control panel: (Test resistor
on UL Listed models.) •
•
VOLUTE CASE
Cast iron:
11/4" vertical
discharge.
IMPELLER
Bronze recessed impeller
handles ground slurry with-
out clogging or binding.
Provides unobstructed flow
passage. Reduces radial
loads. Pumpout vanes help
keep trash from seal:
reduces pressure at seal
laces.
DIMENSIONS
12=`li2
(420)
1 T
PERPOR„4AN. CU RE
77
(200)
—
' TOTAL
wo
Mann -Fy
as•
30
A
20
13
10
too
00
so
20
o- ao
MIEN
ENEETSME
MEEZeadlig
OMN
10
GIN
33
30 1a 11S G+nwn
+0- °° 10 160
R. w PER 115.11.RE .
Lbws
25/
K1168 7/94
Printed In U.S.A.
Myers®
F. E. Myers. A Pentair Company
1101 Myers Parkway
Ashland, Ohio 44005-1923
419/289-1144

N
DWI
TOTAL
HEAD,
IN
Meters Fee
35-
30 -
25-'
20-
15
10-
5-
0-
10
8
6
40
20
0
CwBfiavSE 511A00A)
performance curves.
. -
=F-' '
-- •
SUBMERSIBLE GRINDER PUMPS
-,MODEL: WG20/WGX20/WGL20
=
SPEED: 3450 RPM
. DATE: OCTOBER 1, 1990
CCER
25
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,,-
r
33,
.
'
.
„..........\\31/8„
.'
•10
20
• 30
40
50
40 80 -120 . Y 60' Liters
FLOW PER MINUTE .
U.S. Gallons

Vi-ATG20 andWGX2O (EXPLOSION -PROOF)
• v
•
a
THE MyERS•WG20,IS A 1 UGGED 2 HORSEPOWER
S13BMERSIBLE CENTREFUGAI, GRINDER PUMP DESIGNED
FOR RESIDENTIAE;,`LIGHT;,COMMERCIAI;,OL2 INDUSTRIP.I,
APPLICATIONS;It is especially suited for use in pressure
sewer applications or, in sys ems with long discharge runs
or high static heads:EThe WG20 features a patented cutter
mechanism and 'recessed impeller design to efficiently
grind typical domestic sewage solids into a fine slurry,
-The WG20 grinder pump,is avcsilab1e in standard and
U.L. Listed explosion-proof(WGX20),-donsfruction for use
in Class 1, Group D hazardous location,' '
The WG20 can be installed in a variety of packaged
systems. Factory -assembled simplex or duplex packages
with guide rail systems ,or suspended systems are available.
Individual rail components are also available for installa-
tion in on -site concrete systems. F.E. Myers offers a
complete line of submersible sump, sewage. effluent,
grinder, non -clog wastewater pumps. controls, basins and
accessories. For.additional information, please contact
your local Myers representative or the Myers Ashland,
Ohio sales office at 419/289-1144.
ADVANTAGES BY DESIGN
IDEAL FOR USE IN PRESSURE SEWER SYSTEMS.
■ Recessed impeller provides steep non -overloading
operating curve.
G1, 20 only)
Standard cmd Explosion -proof
2 HP Submersible Grinder Pumps
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
a Oil -filled motor for maximum heat dissipation
and constant bearing Iubrication.
• Recessed impeller reduces radial bearing
loads: increases bearing life.
■ High -torque capacitor start single phase or
three phase motors for assured'starting under
heavy load.
• Seal leak probes and on-winding'heat sensors
warn of seal leak condition. and stop motor if
motor over heats. Helps prevent costly motor
damage.
THE WG20 I5 DESIGNED FOR EASY MAINTENANCE.
i Shredding ring and grinder impeller are
repiacecible without dismantling pump or motor.
PRODUCT
Ccipddties.To." ' ^--'40GPM
-
150LPM
- Heads To - '
- 105 ft.
I 32.I m
Liquids Handling
domestic raw
sewage
up to 60'C
riteiinittent:Liquid-Temp. ,
-up to.140'F
Winding Insulation Temp.
(Class 8)
266°F
I30°C
Motor.Elecirical Data
(Single phasennotors are. .
capccitor tarttype. Myers
control.paiiels or capacitor
kits are required for proper
operation"andwarranty.)
2 HP, 3450 RPfri.
1 Ph-capacitorstait/nm,
.208 or 230 volts,:60 Hz
3 Ph-[nductioarun,
•208 230:460 575volts.
b07Hz
Std. Shutt -Party Approvals
Optional Approvals
- ..
CSA x
t YL ss claI r Grottp D
(WGX20 only) file 268118
Acceptable pH Range
Specific Gravity'
.9 1 1 -
Viscosity
:28-35':SSU r'
Discharge, NPT
1-1/4 irn: ,::','
;; 3:1 75 mm
Min:!Sunip Did: (Sirnplex)
.. '(Duplex)
trL
'.'24 . "'
-36.1ii . , k
"$]`cm
a:91.4 cm
orlsult lactory for application outside of these recQitiiianGattons.
Construction Materials
�. _
Motor Housing. Seal Housing
Cord Cap and Volute Case
cast iron. Class 30
ASTM A48-76
Impeller
recessed. bronze
Power Cord
I5 ft. 14/4 SOW/SOW-A
Control Cord
15 It. 18/5 SOW/SOWA
double tandem,
carbon and ceramic
lower tungsten carbide
Mechanical Seals
Standard
Optional
Pump. Motor Shall
416 SST
Fasteners
300 Series SST
Shredding Ring and
Grinder Impeller
440 SST. 58-60 Rockwell
WHERE INNOVATION MEETS TRADITION
Myers

20 and WGX20 E w
( XPLOSIO� PROOF)
Standard and Explosion -proof
2 HP Submersible Grinder Pumps
STATOR
2 HP. 3450 RPM. 1 and 3
phase. Press fit for perfect
alignment and best heat
transfer. Oi1-filled motor
conducts heat and
lubricates bearings.
GRINDER ASSEMBLY
Grinder impeller
and shredding ring
are replaceable
without dismantling
Pump. Constructed
of 440 SST hardened
to 56-60 Rockwell.
CABLE ENTRY SYSTEM
Provides double seal
protection. Cable jacket
sealed by compression
grommet. Individual wires
sealed by epoxy potting.
SLEEVE BEARING
Takes radial
load: provides
flame path. (UI.
listed purnps
only.)
• HEAT SENSOR
Protects motor from burnout
due to excessive heat from
any overload condition.
Automatically resets when
motor has cooled.
BALL BEARINGS •
Upper and lower ball
bearings support shaft
and rotor and take "axial
and radial loads.
:HEAVY 435 SST SHAFT
Corrosion resistant.
Reduces shalt deflection
due to grinding loads.
SHAFT SEALS ' •
Double tandem mechanical
shaft seals protect motor.
Oil -filled seal chamber pro-
vides continuous lubrication.
SEAL. LEAX PROBES
Detect water in seal housing.
Activates warning light in
control panel (Test resistor
on UL Listed models.)
•
VOLDTE CASE
Cast iron;
11/; vertical
discharge.
IMPELLER
Bronze recessed impeller
handles ground slurry with-
out clogging or binding.
Provides unobstructed flow
passage. Reduces radial
loads. Pumpout vanes help
keep trash from seal:
reduces pressure at seal
laces.
DIMENSIONS
PERFORMANCE CTJRYE
25•
20
15
10
s
ad
60
0
50
0- 0
' -
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': is
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:wT
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;SUEMERSiB
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a`r
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4
•� +�> ro 50 U.S. Ga0 ,o
@0 120 160 laws
FLPN PER v7NTE
K2368 7/94
Pnnled in U.S.A.
F. EMyers. A Pentair Company
1101 Myers Parkway
Ashland. Ohio 44805-1923
419/289-1144
FAX [phone]. TLX: 98-7443

Permit Number WQ0030131
Central Files: APS SWP
04/17/06
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
3000
Facility
Facility Name
Stonebridge Golf Club
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name Owner Type
Annacar Goff LLC Non -Government
Owner Affiliation
Stephen Rosenburgh
4521 Sharon Rd
Charlotte
Dates/Events
NC 28211
Orig Issue
App Received Draft Initiated
04/14/06
Scheduled
Issuance
Public Notice issue
Effective Expiration
Regulated Activities Requested/Received Events '
Commercial or industrial, other Additional information requested
Wastewater collection - Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

UNION COUNTY PUBLIC WORKS
Christie L. Putnam, P.E., Interim Director
March 1, 2006
Mr. Kelly E. Hayes
LandDesign
223 North Graham Street
Charlotte, N.C. 28202
Re: Sewer Treatment Capacity
Stonebridge Golf Club
Dear Mr. Hayes:
Union County Public Works Department can accept the additional discharge of
3,000 gallons per day of domestic wastewater from this project for transmission to the
Twelve Mile Creek Wastewater Treatment Plant (NPDES permit number NC0085359)
for treatment. This allocation is intended to serve the above mentioned project.
If you have any questions please don't hesitate to call.
Interim Director of Public Works
CLP/pwb
400 North Church St. • Monroe, North Carolina 28112-4804 • Phone: [phone] • Fax: [phone]

Page 1.
Elaine F Marsha
Secretary
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For questions or co
North Carolina
DEPARTMENT OF THE.
ECRETA Y OF STATE
Po Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4/11/2006
Click here to:
View Document Filings I
x Print apre-populated Annual Report Form l Annual RE
Count 1 File an Annual Report 1
Corporation Names
Name Name Type
NC Annacar Golf, LLC Legal
mited Liability Company information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0598126
Current -Active
7/19/2001
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
egistered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Embler, Barry
10 Forest Hills Drive
Lawn & Tennis Club
Pinehurst NC 28374
PO Box 5709
Pinehurst NC 28374
2721 Swilcan Burn Dr
Monroe NC 28112
2721 Swilcan Burn Dr
Monroe NC 28112
ors about the North Carolina Secretary of State's web site, pleas
mail to Webmaster.
end e-
h.ttp://www,secretar} state.ne..usfCorporations/Corp.aspx?Pitem1d-5356196 4 "11/2006

Fwd: Gaston Ha spice -sanitary se
Subject: Fwd: Gaston spice -sanitary sewer
From: "Lee Bocci RN" <BuccaL4GIv1H.ORG>
Date: °" "1 rut, 13 Apr 2006 14:37:26 -0400
To: <Dee.Bro t"der@ncrnaiLnet>
r.f t c;
D B'A :
County,
spice e This
Leona T . Bltcc;:.i
Executive Director
Gaston Hosp.tce
704- 861-8405
This message and any.
Inc, and are intended only fcx
contained herein m"alk? ..r _ . rte trade secrets or privileged or
otherwise confidential. .l.i,f:'.rrrt.arira.. Unaut.'ic°r:
forwarding, ":1,nt-".I2 t i , ri s',rlbuting, or
information, i,s stri t y I r., t.. ,it d ara,: may be unlawful. you
received. this rnessa iii e:r'ror, or: have reason to believe you are
not authorized to receive t„, prmcrfpt. y ,delete this message
and.. notify the sender by esmar.1 with a copy to rr,a1 .acircin( rr�: c,rl
rat:.
f; BA
on hot -If t ,:4tx €A ]1s l` ,r e any
absence.
e.
attachments are from yaroMont Health
iddressee(s).The informai
1 of 1 4i13t2006 4:28 PM

Sanitary e e-r Application infe rmation req
Subject: Sanitat Sew r Application information request.
From: "Mark Breen" <mbreen'ci robinsonsawyer,com>
Date: Thu, 13 Apr 2006 11:41:52 -0400
To: "Lee 13ucci""' <bucci1(t gmh.org>
CC: 1Dee,Brov derfd;ncrnail.net.>, "Donald I)m Sniith.P. 1~ 0°" <dsrnith(u robins tnsavii er.com'
Lee,
thNorth C:,'arc3lina i aat. t.x a"l.ronm,ent.
Water Qua1,1, y needs you. to email
that you have r h
Also, p1ease cosrf1.rm
I ha vmi t r-re
essitig of the
Thanks,
her
WI t:i this .
& Natural Resources C:1
Dee needs
of F <r
for D;1wf n
fl t . Please e ,opy
of
to
Mark N. Breen, P.E.
Project Manager
Robinson and Sawyer, lnc,
707 East Second Ave.
Gastonia, NC 28054
Ph. 704-864-2201
Fax: [phone]
nbreen(a,robinsansaarp
~At robinsonsawver,com
"There is one who makes himself rich, yet has nothing; And one who makes himself poor, yet has great riches°"
P rov. 13:7
N1r rk N. Breen„
Project Manager
Robinson & Sawyer, Inc„
tsawV er.c.ont>
1 of 1
4./13,`2006 4:2q PM

If Club Sew°er Permit Application
Subject: FW: Stonebridge Golf C"lrlb Sewer Permit Application
From: "Stephen Rosenburgh" srr senhurg rr uslandi nv estments.com>
Date: Fri, 14 Apr 2006 15:48:32 -0400
To: <[e-mail]=
CC: <KIlayes landdesign,corn>
Dee please be advised that I am President & CEO of US Land & we own Stonebridge Golf Club located is
Union County CAN C. I am a duly authorized signing officer for US Land & Stonebridge Golf Club. If you
require further information please do not hesitate to call me at 704-576-0022, Thank you for processing our
request. Stephen Rosenburgh
From: Kelly Hayes [mailto:[e-mail]]
Sent. Thursday, April 13, 2006 10:39 PM
To: Stephen Rosenburgh
Cc: Gordon Lewchuk; [e-mail]
Subject: Stonebridge Golf Club Sewer Permit Application
Importance: High
Good Morning Stephen,
Dee Browder with the NCDENR Mooresville office is reviewing the sewer permit for the existing pump station at the
Stonebridge Golf Club House,
Since you had signed the permit application on behalf of the Club House, she needs a short statement from you
indicating that you are a duly authorized person that can sign documents on behalf of the Stonebridge Golf Club..
have included her e-mail in this message. Therefore, please "reply to all" and convey this short message to Dee
for her record and thus she can continue with her process.
Thank you for your assistance in this permitting request.
Kelly E. Hayes, P. E., P. L. S.
LandDesign l Charlotte NC
223 North Graham Street Charlotte, NC 28202
Po Box 36959 Charlotte NC 28236
V: 704..376,7771 IF: 704„316.8235
Land©esIgrt, lnc, Email Disclaimer::
This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are
addressed. Ifyou have received this email in error please notify LandOesign, Inc. immediately. Email transmiaslon cannot be guaranteed to be
secure or error free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses, Landi esign„
inc. therefore does not: accept liability for any errors or omissions in the content of this message, which arise as a result of email transmission.
Warning: Although the company has taken reasonable precautions to insure no viruses are present In this email, the company cannot accept
responsibility for any loss or damage arising from the use of this email or attachments,
of I. 41l 7?`2006 9:48 AM

Stoncbridge Golf Club House
ng Purnp Station
Subject: Stt nchridl e Golf Club House Existin lump Station
From: Kelly Hayes <KIIayes landdesign.con
Date: Fri, 14 Apr 2006 14:07:38 -0400
To: Dee Browder ,° Dee.Broervd ncniaiI.tret
Hello Dee,
It is our understanding that the existing pump station located at the Stonebridge Golf Club House has been
in use for several years.
This grinder pump station pumps waste uphill to the exiting septic field located south of the Club House,
To our knowledge, it has been in operation for several years without any problems,
Please call if you have any questions.
Thanks,
Kelly E. Hayes, P. E, P. L. S.
LandDesign 'Charlotte NC
223 North Graham' Street Charlotte, NC 28202
PO Box 36959 Charlotte, NC 28236
V: 704.376.7777 I F: 704.376.8235
LandDesign, inc. Email Disclaimer:
This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to which they are
addressed. If you have received this email in error please notify LandDesign, Inc. immediately. Email transmission cannot be guaranteed to be
secure or error free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. LandDesign,
Inc. therefore does not accept liability for any errors or omissions in the content of this message, which arise as a result of email transmission.
Warning: Although the company has taken reasonable precautions to insure no viruses are present in this email, the company cannot accept
responsibility for any Toss or damage arising from the use of this email or attachments.
1 of 1 4/17.200 9:49 AM

Stonebridge Go l 'C.1 b House Lxistar a Pump Stat n
Subject: Stoncbridge GoliClub House Existing Puxnp Station
From: Kelly Hayes <KHaycs4 landdesign.corn>
Date: Fri, 14 Apr 2006 14:07:38--04O()
To: Dee Browder Dee.Bro' derf?i nernail.net
Hello Dee,
It is our understanding that the existing pump station located at the Stonebridge Golf Club House has been
in use for several years.
This grinder pump station pumps waste uphill to the exiting septic field located south of the Club House.
To our knowledge, it has been in operation for several years without any problems.
Please call if you have any questions..
Thanks,
Kelly E. Hayes, P. E., P. L. S.
LandDesign 'Charlotte NC
223 North Graham Street Charlotte, NC 28202
PO Box 36959 Charlotte, NC 28236
V: 704..376.7777 1 F: 704,376,8235
LandDesign, Inc, Email Disclaimer:
This email and any flies transmitted with it are conflcientiai ant# intended solely for the use of the individual or entity to which they are
addressed. If you have received this email in error please notndoesign, inc. immediately. Email transmission cannot be guaranteed to be
secure or error free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. LandDesign,
Inc. therefore does not accept liability for any errors or omissions in the content of this message, which arise as a result of email transmission.
Warning: Although the company has taken reasonable precautions to insure no viruses are present in this email, the company cannot accept
responsibility for any loss or damage arising from the use of this email or attachments.
1 of 1 4 17;2OO6 9:49 AM