WQ0024694_Sewer extensions

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® North Carolina Wildlife Resources Commission 9
Charles R Fullwood, Executive Director
January 31, 2004
Mr. Steve Chapin
U.S. Army Corps of Engineers
Regulatory Branch
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
SUBJECT: Nationwide 39 for Bright's Creek Phase 1 development and golf course, Polk County,
North Carolina.
Dear Mr. Chapin
Mr. Clement Riddle of Clearwater Environmental Consultants, Inc., on behalf of Mr. Barton
Tuck, requests a letter of concurrence from the North Carolina Wildlife Resources Commission
(Commission) to obtain a 404 permit from the U.S. Army Corps of Engineers. We reviewed information
provided by the applicant and are familiar with habitat values of the project area. These comments are
provided in accordance with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et seq.) and the
Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
Mr. Tuck proposes construction of Phase I of the Bright's Creek development (347 lots) and a
companion golf course on 981 acres of a 4,400-acre tract in the Bright's Creek watershed. The project
would impact 290 linear feet of unnamed tributaries to Bright's Creek. Compensatory mitigation for the
impacts includes 300 linear feet of stream restoration from channel relocation and removal of four
existing culverts. Restrictive covenants for 25-foot buffers will be implemented on 36,146 linear feet of
the total 69,130 linear of unimpacted streams in phase I portion of the tract.
The Division of Water Quality classifies Bright's Creek and its tributaries as C trout. Bright's
Creek potentially supports trout, but it is not designated by the Commission as trout waters. Further, the
lower end of the hatchery supported segment of the Green River occurs at its confluence with Rash Creek,
which is a short distance downstream of the project site.
The Commission is encouraged that Phase 1 of the development was apparently designed to
extensively avoid and minimize direct impacts to streams and that aquatic resources should benefit from
the stream restoration. We encourage the applicant to design future phases on this tract similarly. Further,
we request the opportunity to review the final mitigation plan that will detail the restoration work.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext.281 • Fax: [phone]

eni
Btight's Creek, 16 2 January 31, 2004
Polk County r
The Co tss n is concerned about adverse effects on trout and other aquatic resources in this
drainage fromsfkm t mperature elevation and sedimentation that may because of vegetation removal
and construction;'particularly that occurring on portions of the development with progressively steeper
topography. The buffer preservation should help minimize those effects on approximately one-half of the
Phase 1 streams, which are listed in the application as delineated but not field surveyed. We presume that
since the protective instrument will be covenants that these streams occur within the subdivision portion
of the development. The plats depict buffers along streams in the golf course portion of the development,
but it is not indicated how much or what type of vegetation disturbance will be conducted within the
buffers for fairway clear zones, golf cart crossings, etc... Also, the mitigation calculations on the plats
(page 5 of 23) indicate preservation of upland buffers on 69,130 linear feet, but it is unclear how that
preservation will be maintained. We request further clarification on the location of the streams under the
protective covenants and other buffer impacts that may be conducted in this development, including those
associated with the golf course and any necessary driveway impacts associated with individual lots. We
also recommend that where possible the applicant implement the largest undisturbed riparian buffer
possible to not only provide important water quality functions, but also to conserve their wildlife habitat
functions, which typically improve with size. A minimum 50-foot buffer along intermittent streams and
100 feet along perennial streams is advisable.
The applicant should also consider that wildlife conflicts may be problematic in this development,
particularly because of proximity to a large population of Canada geese at Lake Adger. We recommend
that a wildlife management plan be developed to address these issues proactively. Technical information
on wildlife management can be solicited from Mr. Mike Carraway, the Commission's District 9 wildlife
biologist, at [phone].
Although the Commission has concerns with impacts of the proposed project, we can concur with
the issuance of the 404 permit provided the previous requests are satisfactorily addressed and the
following conditions are placed on the subject permit:
I. As indicated by the applicant, work in streams and within the 25-foot buffer is prohibited during
the trout spawning period of Oct 15-April 15 to minimize impacts on the egg and fry stages.
2. Stringent sedimentation and erosion control measures must be implemented and maintained on
the project site until project completion to avoid impacts to downstream aquatic resources.
Temporary or permanent herbaceous vegetation should be planted on all bare soil as soon as
possible and within 15 days of ground disturbing activities to provide long-term erosion control.
Tall fescue should not be used in riparian areas. We encourage the applicant to utilize onsite
vegetation and materials for streambank stabilization when practicable. Erosion control matting
should be used in riparian areas, instead of straw mulch.
3. Culverts that are less than 48-inch diameter should have the floor of the barrel installed 20% of
the diameter of the culvert below the level of the stream bottom. Culverts that are 48-inch
diameter or larger should be placed with the floor of the barrel 12 inches below the stream bottom
to allow natural stream bottom materials to become established in the culvert following
installation and to provide aquatic life passage during periods of low flow. This may require
increasing the size of the culvert to meet flow conveyance requirements. Any perched culverts
should be corrected during construction.
4. The natural dimension, pattern, and profile of the stream above and below the culverts should not
be modified by widening the stream channel or changing the depth of the stream.
5. Under no circumstances should rock, sand, or other materials be dredged from the wetted stream
channel under authorization of this permit, except in the immediate vicinity of the culverts.
Instream dredging has catastrophic effects on aquatic life, and disturbance of the natural form of
the stream channel will likely cause downstream erosion problems, possibly affecting other
landowners.

$ Bright's Creek, NW 39 3 January31, 2004
Polk County
6. Excavation of the stream crossings should be conducted in the dry, if possible. Sandbags,
cofferdams, flexible pipe, or other diversion structures should be used to minimize excavation in
flowing water.
7. If concrete is used during culvert installation (e.g., headwalls), a dry work area should be
maintained to prevent direct contact between curing concrete and stream water. Water that
inadvertently contacts uncured concrete should not be discharged to surface waters due to the
potential for elevated pH.
8. Rock check dams at culvert outlets should be removed at project completion to avoid blocking
movement of aquatic life.
9. Stormwater should be directed to buffer areas or retention basins and should not be routed
directly into streams. Bridges should not have drains that allow direct discharge of stormwater
from the deck to the stream.
10. Riprap should be minimized and installed in a manner so as not to interfere with aquatic life
passage during low flow conditions. Riprap placed for bank stabilization should be limited to the
streambank below the high water mark, and vegetation should be used for stabilization above the
high water elevation.
11. Removal of vegetation and grading and backfilling at the stream crossing and adjacent to streams
should be minimized. Native trees and shrubs (e.g., rhododendron, dog hobble, willows, alders,
sycamores, dogwoods, black walnut and red maple) should be planted along the streambank to
reestablish the riparian zone and to provide long-term erosion control and cover for fish and
wildlife in the vicinity of the road crossing and along the streams within the dedicated rights of
way. Backfill materials should be obtained from upland sites.
12. Heavy equipment should be operated from the bank rather than in the stream channel whenever
possible in order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into the stream. All mechanized equipment operated near surface waters should be
inspected and maintained regularly to prevent contamination of stream waters from fuels,
lubricants, hydraulic fluids or other toxic materials.
13. Discharging hydro -seed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is strictly prohibited.
14. This permit does not authorize the discharge of waste rock and dirt into the streams or riparian
zone except for permitted areas associated with culvert extensions and channel changes.
15. As depicted, ponds should have a primary bottom water draw to minimize the potential for
temperature increase and associated trout habitat degradation in downstream waters.
Thank you for the opportunity to review and comment on this project. If there are any questions
regarding these comments, please contact me at [phone] ext 24.
V
enry
Mountain Region Coordinator
Habitat Conservation Program
cc: Mr. Clement Riddle, P.W.S., Clearwater Environmental Consultants, Inc.
Mr. Kevin Barnett, NC Division of Water Quality, Asheville
Mr. Brian Cole, U.S. Fish and Wildlife Service, Asheville

�OF W ArFgo Michael F. Easley, Governor
�O G William G. Ross Jr., Secretary
63 North Carolina Department of Environment and Natural Resources
>_ y
O c
Alan W. Klimek, P.E., Director
Division of Water Quality
October 18, 2004
William Grantmyre, President
Heater Utilities, Inc.
PO Box 4889
Cary, NC 27519
Subject: Acknowledgement of Application No. WQ0024460
Bright's Creek Pressure Sewer
Pressure Sewer System Extension
Polk County
Dear Mr. Grantmyre:
The Division of Water Quality (Division) acknowledges receipt of your permit application and supporting
materials on October 14, 2004. 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/rer)ortsPermits.htmi.
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
bennie.goetzeQncmail.net. 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
Sincerely,
cNJeffrey O. Poupart
Supervisor
cc: Asheville Regional Office, Surface Water Protection Section
Marty Kocot, PE/LandDesign, Inc.
Permit Application File WQ0024460
oECEoLID
OCT 2 1
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Noc Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
tma!!y Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

ISM
oaOF WATE9QG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
tiNorth Carolina Department of Environment and Natural Resources
O T
Alan W. Klimek, P.E.. Director
Division of Water Quality
February 22, 2005
Mr. William E. Grantmyre, President
Heater Utilities, Inc,
P. O. Box 4889
Cary, North Carolina 27519
Subject: Permit No W00024460
Bright's Creek, Phase 1
Pressure Sewer Extension
Polk County
Dear Mr. Grantmyre:
In accordance with your permit application received October 14, 2004, and
subsequent additional information received October 28, 2004, January 19, 2005 and February
16, 2005, we are forwarding herewith Permit No. WQ0024460, dated February 22, 2005, to
Heater Utilities, 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 1 which states 'This permit shall be
valid only upon the issuance of a Certificate of Convenience and Necessity by the NC Utilities
Commission' and Permit Condition 4 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 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.
NorthCarojjna
Natitra!!J
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.uS/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Mr. William E. Granhmyre
February 22. 2005
Page 2
Note that 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 PERMITTING WHICH CONTINUES TO BE
ADMINISTERED THROUGH OUR REGIONAL OFFICES. The Unit is located on the 131^ floor of the
Archdale building in downtown Raleigh. Please ensure the letterhead information is used for
all correspondence to ensure timely delivery.
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 (919)
733-5083 extension 375.
Sincerely
Alan W. Klimek, P. E.
cc: Polk County Health Department
Asheville Regional Office, Water Quality Section (Permit W00024694)
Mr. Marty Kocot, P. E., LandDesign, Inc., 38 Garfield St., Suite C, Asheville, NC 28803
Mr. Kenneth Rudder, Utilities Commission, Public Staff, Water Division
Surface Water Protection Central Files
PERCS (formerly NDPU) Files
E

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
HEATER UTILITIES, INC.
Polk County
FOR THE
construction and operation of a pressure sewer collection system consisting of 310 9-15 GPM
pump stations with simplex pumps, on -site audible and visual high water alarms, (303 3
bedroom residences, sales center, golf maintenance office, swim & tennis club, and 4 on -
course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse); approximately 21,510 linear feet of 2-inch pressure sewer;
approximately 12,654 linear feet of 3-inch pressure sewer; approximately 19,810 linear feet of fl-
inch pressure sewer; and approximately 180 linear feet of 6-inch pressure sewer, and a 250
GPM pump station with duplex pumps and on -site audible and visual high water alarms, odor
control and on -site standby generator with automatic transfer switch and approximately 6,667
linear feet of 6-inch force main to serve Bright's Creek, Phase 1, and the discharge of 119,030
GPD of collected wastewater Into the Heater Utilities, Inc.'s existing sewerage system, pursuant
to the application received October 14, 2004, 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 be valid only upon the issuance of a Certificate of Convenience and
Necessity by the NC Utilities Commission.
2. 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.

3. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
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 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.
5. The sewage and wastewater collected by this system shall be treated in the Heater Utilities,
Inc. Wastewater Treatment Facility (Non -Discharge Permit No. WQ0024694) prior to being
land applied by spray Irrigation.
6. No flow shall be made tributary to the subject sewer system permitted herein until the
wastewater treatment plant (Permit No. WQ0024694) have been constructed and the
engineer's certification has been received by the Division of Water Quality.
7. 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.
8. 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.
2

9. 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.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the wastewater collection facilities.
11. 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.
12. 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.
13. The Permittee shall provide the following items for the pressure sewer 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.
A minimum of 24 hours storage shall also be provided in the pump stations serving the
Sales Center, Golf Course Maintenance Office, Swim & Tennis Club, and the 4 on -
course restrooms.
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(s) 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) 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-1 waters or Class I or
Class 11 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
97

(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;
14. 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.
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 (800)
858-0368 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 11 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 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.
17. 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.
4

18. A variance is granted for the use of a simplex pump station at the following locations:
a. Sales Center: serves a single building with minimal employees, 24 hours of storage
provided.
b. Golf Maintenance Office: serves a single building with minimal employees, 24 hours of
storage provided.
c. Golf Course Restrooms: minimal usage, facilities checked at least daily by
maintenance staff, 24 hours of storage provided.
d. Swim & Tennis Club: facilities checked at least daily by maintenance staff, 24 hours of
storage provided.
19. A variance is granted to allow velocities less than 2 feet per second during build -out and
operation since much of the system will be a defacto gravity system due to the slopes
involved. These lines shall be considered 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 22nd day of February, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
W. Klimek, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024460
5

,i
Permit No. WQ0024460
February 22, 2005
System Description:
a pressure sewer collection system consisting of 310 9-15 GPM pump stations with simplex pumps, on -site audible
and visual high water alarms, (303 3 bedroom residences, sales center, golf maintenance office, swim & tennis
club, and 4 on -course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse); approximately 21,510 linear feet of 2-Inch pressure sewer; approximately 12,654
linear feet of 3-Inch pressure sewer; approximately 19,810 linear feet of 4-inch pressure sewer: and approximately
180 linear feet of 6-inch pressure sewer; and a 260 GPM pump station with duplex pumps and on -site audible and
Visual high water alarms, odor control and on -site standby generator with automatic transfer switch and
approximately 6,667 linear feet of 6-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.
ENGINEER'S 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
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:
1 SEND THIS FORM & SUPPORTING DOCUMENTATION
j WITH REQUIRED ATTACHMENTS
TO THE FOLLOWING ADDRESS
I
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.

O�GF WATFRpG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> ti
o
Alan W. Klimek, P.E., Director
Division of Water Quality
February 22, 2005
Mr. William E. Grantmyre, President
Heater Utilities, Inc.
P. O. Box 4889
Cary, North Carolina 27519
Subject: Permit No. WQ0024460
Bright's Creek, Phase 1
Pressure Sewer Extension
Polk County
Dear Mr. Grantmyre:
In accordance with your permit application received October 14, 2004, and
subsequent additional information received October 28, 2004, January 19, 2005 and February
16, 2005, we are forwarding herewith Permit No. WQ0024460, dated February 22, 2005, to
Heater Utilities, 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 1 which states 'This permit shall be
valid only upon the issuance of a Certificate of Convenience and Necessity by the NC Utilities
Commission' and Permit Condition 4 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 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.
Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]%recycled/10%post-consumer paper

Mr. William E. Grantmyre
February 22, 2005
Page 2
Note that 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 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. Please ensure the letterhead information is used for
all correspondence to ensure timely delivery.
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 (919)
733-5083 extension 375.
Sincerely
Alan W. Klimek, P. E.
cc: Polk County Health Department
Asheville Regional Office, Water Quality Section (Permit WQ0024694)
Mr. Marty Kocot, P. E., LandDesign, Inc., 38 Garfield St., Suite C, Asheville, NC 28803
Mr. Kenneth Rudder, Utilities Commission, Public Staff, Water Division
Surface Water Protection Central Files
PERCS (formerly NDPU) Files
E

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
Heater Utilities, Inc.
Polk County
FOR THE
construction and operation of a pressure sewer collection system consisting of 310 9-15 GPM
pump stations with simplex pumps, on -site audible and visual high water alarms, (303 3
bedroom residences, sales center, golf maintenance office, swim & tennis club, and 4 on -
course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse); approximately 21,510 linear feet of 2-inch pressure sewer;
approximately 12,654 linear feet of 3-inch pressure sewer; approximately 19,810 linear feet of 4-
inch pressure sewer; and approximately 180 linear feet of 6-inch pressure sewer; and a 250
GPM pump station with duplex pumps and on -site audible and visual high water alarms, odor
control and on -site standby generator with automatic transfer switch and approximately 6,667
linear feet of 6-inch force main to serve Bright's Creek, Phase 1, and the discharge of 119,030
GPD of collected wastewater into the Heater Utilities, Inc.'s existing sewerage system, pursuant
to the application received October 14, 2004, 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:
This permit shall be valid only upon the issuance of a Certificate of Convenience and
Necessity by the NC Utilities Commission.
2. 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.

3. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
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 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. 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
peryear.
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.
5. The sewage and wastewater collected by this system shall be treated in the Heater Utilities,
Inc. Wastewater Treatment Facility (Non -Discharge Permit No. WQ0024694) prior to being
land applied by spray irrigation.
6. No flow shall be made tributary to the subject sewer system permitted herein until the
wastewater treatment plant (Permit No.. WQ0024694) have been constructed and the
engineer's certification has been received by the Division of Water Quality.
7. 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.
8. 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.
2

9. 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.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for the life of the wastewater collection facilities.
11. 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.
12. 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.
13. The Permittee shall provide the following items for the pressure sewer 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.
A minimum of 24 hours storage shall also be provided in the pump stations serving the
Sales Center, Golf Course Maintenance Office, Swim & Tennis Club, and the 4 on -
course restrooms.
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(s) 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) 12 inches
(ii) Water mains (vertical -water over sewer) 18 inches or (horizontal) 10 feet
(ii!) In benched trenches (vertical) 18 inches
(iv) Any private or public water supply source, including any WS-1 waters or Class I or
Class 11 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
(vii!) Any basement 10 feet
3

(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;
14.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.
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 (800)
858-0368 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 I(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 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.
17. 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.
4

18. A variance is granted for the use of a simplex pump station at the following locations:
a. Sales Center: serves a single building with minimal employees, 24 hours of storage
provided.
b. Golf Maintenance Office: serves a single building with minimal employees, 24 hours of
storage provided.
c. Golf Course Restrooms: minimal usage, facilities checked at least daily by
maintenance staff, 24 hours of storage provided.
d. Swim & Tennis Club: facilities checked at least daily by maintenance staff, 24 hours of
storage provided.
19. A variance is granted to allow velocities less than 2 feet per second during build -out and
operation since much of the system will be a defacto gravity system due to the slopes
involved. These lines shall be considered 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 22nd day of February, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0024460
5

Permit No. WQ0024460
February 22, 2005
System Description:
a pressure sewer collection system consisting of 310 9-15 GPM pump stations with simplex pumps, on -site audible
and visual high water alarms, (303 3 bedroom residences, sales center, golf maintenance office, swim & tennis
club, and 4 on -course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse); approximately 21,510linear feet of 2-inch pressure sewer; approximately 12,654
linear feet of 3-inch pressure sewer; approximately 19,810linear feet of 4-inch pressure sewer; and approximately
180linear feet of 6-inch pressure sewer; and a 250 GPM pump station with duplex pumps and on -site audible and
visual high water alarms, odor control and on -site standby generator with automatic transfer switch and
approximately 6,667 linear feet of 6-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 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 (❑ 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:
:................... .............................. .......... .................1
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 1s 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.

DesignStrategies
D�CL2
APR 1 3 2006
BRIGHT'S CREEK GOLF COURSE:
MAINTENANCE FACILITY
Stormwater and Water Quality System Report
NJ Polk County, NC
March 23, 2006
APR
DENR - WATER QUALITY
WETLANDS AND STDtATER BRANCH
3/d4/63

TABLE OF CONTENTS
PAGE
Executive Summary................................................................................. 2
Maintenance Agreement......................................................................... 5
Appendix A
Site Maps and Soils Maps
Appendix B
SEDCAD4 Output Permanent Extended Dry Detention
Appendix C
NOAA Rainfall Data Table
Appendix D
NCDWQ Supplement Form Checklist
Appendix E
Water Quality System Layout and Design
Appendix F
Terra Aqua Gabion Information and Installation Specifications
Appendix G
IDEAL Model Output
IY141411 LJI LVVV U11V1 IIJ V I G R VVII VVUI�U -
Stormwater and Water Quality Report
3123100

EXECUTIVE SUMMARY
Project Description
Located in Polk County, this project consists of designing and constructing a permanent
water quality system for Bright's Creek Golf Course maintenance shed facility. The
design is in reference to Additional Condition #7 under the original permit modification
letter DWQ# 03-1625 dated May 26, 2005. Additional Condition #7 refers to the
maintenance facilities and states that "a written stormwater management plan shall be
written and implemented before any structure is to be occupied." The goal for this
project is to address the maintenance facility water quality design as the stormwater
collection systems have been installed along with the parking areas and maintenance
sheds. Maps of the project site can be found in Appendix A.
Project Approach
Since the stormwater collection systems have already been installed, a conservative
design approach was implemented. The Golf maintenance shed area consists of 1.4 acres
with approximately 70% of that area being impervious due to the buildings and parking
areas. The drainage areas were analyzed using SCS methodology. The SCS inputs
utilized are found in Table 1.
Table 1: SCS Watershed Inputs
Landuse Type
Area Acres
Chl
Golf Storage Facility
0.16
98
Sidewalk
0.01
98
Parking Area
0.80
98
Grassed Areas
0.43
69
Total Area
1.40
Area Weighted CN
89
A conservative average time of concentration (TOC) of 0.1 hrs (6 min.) was selected for
the entire drainage area. The soils of the drainage area were determined to be of
hydrologic soil group (HSG) `B'. Hydrologic soil group `B' is defined as soils having
moderate infiltration rates when thoroughly wetted and consist chiefly of moderately
deep, moderately well drained soils with moderately fine to moderately course textures.
Soils maps of the project site can be found in Appendix B.
The SEDCAD4 model was used to simulate runoff for the selected storm frequencies and
for evaluating and routing various permanent dry detention designs to adequately meet
NCDWQ standards. The SEDCAD4 program output files are included in Appendix B.
March 23, 2006 Bright's Creek Golf Course 2
Stormwater and Water Quality Report

Permanent Stormwater Quality Management
Due to land constraints, previous site development and limited drainage areas, a step pool
dry detention pond system with a wooded buffer area was selected to provide permanent
stormwater quality management. With a site drainage area of only 1.4 acres, stormwater
wetlands and wet detention ponds were not considered. The NC DENR Stormwater Best
Management Practices Manual suggests that stormwater wetlands and wet detention
basins should have a minimum contributing drainage area of 10-acres (25-acres or more
is preferred). Bioetention was not selected because the NC DENR Stormwater Best
Management Practices Manual states the bioretention should not be used in areas where
mature trees would have to be removed solely to construct the bioretention area. A heavy
stand of mature trees and mountain laurel would have to be removed to properly install a
bioretention area on this site.
The pond was designed to capture the rainfall from a 1-inch storm event which was
selected to be a 2-year 0.5 hour storm (1.32 inches) based on NOAA's Atlas 14 data
collection chart for the greater Tryon, NC area. The NOAA table can be found in
Appendix C. The pond was designed to minimize the extent of impact to the surrounding
area with respect to natural habitat and soil grading. The pond utilizes a natural drainage
swale that does not require excavation in order to meet the volume requirements. An
emergency drain was not installed since the riser structure is adequate to completely drain
the pond under the 100-year storm event.
The permanent stormwater water quality management system consists of-
- A step forebay with a design storage volume of 300 fo (270 ft3 is required based on
20% of the required dry detention volume).
- An extended dry detention basin with a design storage volume of 2,400 ft (1,300 $3
required). The peak flow from the pond for the water quality storm event is 1.6 cfs.
The design checklist can be found in Appendix D.
- A level spreader downstream of the pond outlet to promote ground infiltration and
overland sheet flow distribution to the wooded riparian buffer area. The design
checklist can be found in Appendix D.
- A 300-foot natural wooded riparian buffer area downstream of the level spreader. This
entire 300-foot buffer is designated as a "protected riparian buffer" and there will be no
construction or disturbance in this area. The buffer area will promote the removal of
TSS, nitrogen, phosphorus, and bacteria before flow from the maintenance area reaches
Bright's Creek. The wooded buffer will also provide thermal benefits to the runoff
from the maintenance area.
The IDEAL (Integrated Design and Evaluation Assessment of Loadings) Model was run
to calculate the efficiency of the stormwater quality management system. The results of
the IDEAL model are shown in Table 2 and the IDEAL design can be found in Appendix
G.
March 23, 2006 Bright's Creek Golf Course 3
Stoanwater and Water Quality Report

Table 2: IDEAL Model Removal Efficiency Results
TSS
Nitro en
Phos horus
Bacteria
D
tBMPISystem
88.9%
19.0%
19.2%
72.1%
W
82.1%
20.6%
20.6%
9.7%
C
89.8%
24.2%
24.1%
62.0%
The forebay and pond area will be separated by a rock gabion system to promote the
majority of the sediment deposition and trapping to occur in the forebay area. A full
detail of the detention basin layout can be found in Appendix E and a description of the
rock gabion system can be seen in Appendix F. Both the detention basin berm and level
spreader will be protected with Erosion Control Blankets (ECBs) and permanently seeded
within 14 days of completion of the project in accordance with N.0 seeding specification
# 1 M. The seeding specifications can be found in the N.C. Erosion and Sediment Control
Planning and Design Manual.
March 23, 2006 Bright's Creek Goff Course 4
Stormwater and Water Quality Report

MAINTENANCE AGREEMENT
Extended Dry Detention Basin and Forebay
Extended dry detention basins require frequent mowing and unclogging of outlets. The
following maintenance requirements must be followed:
• Mow all grassed areas of an extended dry detention basin at least twice annually and
repaired with seed or sod to restore dead or damaged ground cover.
• Extended dry detention basins collect debris and sediment. Remove sediment when it
reduces the pond volume by 25% (top of clean out stake), or at least twice annually.
• Inspect the basin annually immediately after a rain event to ensure that it is operating
as designed.
• Clean out the pond forebay when sediment reaches top of cleanout stake.
At a minimum, included and address the following items in the annual inspection:
• Clogging of the outlet or too rapid release
• Erosion on the banks or replacement of Erosion Control Blankets
• Erosion at the inlet and outlet
• Sediment accumulation and the need for removal in the basin and the forebay
• Condition of embankment due to the emergence of woody vegetation
Level Spreader
Until permanent vegetation is established, the level spreader should be inspected every
seven days and within 24-hours after each rainfall event that produces %-inches or more
of precipitation to ensure that it is functioning correctly. The contractor should avoid
placement of any material on the structure or prevent construction traffic across the
structure. If the spreader is damaged by construction traffic, it should be immediately
repaired.
Level spreaders require frequent maintenance. The following maintenance requirements
shall be performed:
• Mow all grassed areas at least twice annually.
• Inspect for erosion, rills and gullies annually. Repair damaged areas with seed and
permanent Turf Reinforcement Matting (TRM) as needed.
• Remove litter and debris annually or as needed.
March 23, 2006 Bright's Creek Golf Course 5
Stormwater and Water Quality Report

Wooded Riparian Buffer
Wooded riparian buffers require maintenance to repair erosion and protect against
wildlife damage, insect damage and disease problems. Periodic thinning and harvesting
of mature trees may be required to maintain buffer health and growth.
At a minimum, the following maintenance requirements must be followed:
Inspect and repair erosion, rills, gullies or water channelization (monthly and
following each large rainfall event).
Inspect trees and shrubs to evaluate their health (every 6-months).
Remove of evasive vegetation (every 6-months).
Maintenance Facility Spill Containment BMPs
The maintenance facility will provide and maintain spill containment BMP's on -site to
eliminate spills from entering the storm drainage system. The owner/superintendent will
conduct annual training to the maintenance facility staff on the location, application and
use of each spill containment BMP.
BMPs should be implemented to prevent and control spills in a manner that minimizes or
prevents the discharge of spilled material to the storm drainage system. They apply
anytime chemicals and/or hazardous substances are stored or used on -site. These
substances may include, but are not limited to:
• Herbicides;
• Pesticides;
• Growth inhibitors;
• Fertilizers;
• Deicing/anti-icing chemicals;
• Fuels;
• Lubricants; and
• Other petroleum distillates.
To the extent that the work can be accomplished safely, spills of oil, petroleum products,
substances listed above, and sanitary and septic wastes should be contained and cleaned
up immediately. If a spill, regardless of size, of a hazardous substance reaches surface
waters, DWQ must be notified. When reporting a spill, the following information must be
provided:
• Reporting party;
• Material released;
• Concentration or amount of material;
• Contact phone number(s);
• Resource damages (e.g., dead fish);
March 23, 2006 Bright's Creek Golf Course 6
Stormwater and Water Quality Report

Location;
Responsible party; and
Cleanup status.
Training
Educate employees on what a "significant spill" is for each material they use, and what is
the appropriate response for "significant" and "insignificant" spills. Educate employees
on the potential dangers to humans and the environment from spills and leaks.
Hold regular meetings to discuss and reinforce appropriate disposal procedures. Provide
specific cleanup instructions for different products handled on -site. Assign a person to be
in charge of cleanup assistance.
Prepare spill containment and cleanup lists that are easy to find and use. Post a summary
of the cleanup plan at appropriate locations.
Cleanup and Storage Procedures
If a spill occurs, demobilize it as soon as possible. If there is a chance that the spill could
enter a storm drain or sewer, plug the inlet and turn off or divert any incoming water.
Cover the spill with the proper absorbent material. Do not use straw. Dispose of the used
absorbent per manufacturer's instructions. If the spill is flammable, dispose of as directed
by the local fire marshal.
Keep the area well ventilated.
Minor Spills — Minor spills typically involve small quantities of oil, gasoline, paint, etc.,
which can be controlled by the first responder at the discovery of the spill. Use absorbent
materials on small spills rather than hosing down or burying the spill.
Semi -Significant Spills — Semi -significant spills still can be controlled by the first
responder along with the aid of other personnel. This response may require the cessation
of all other activities.
Contain the spill immediately. If the spill occurs on paved or impermeable surfaces, clean
up using "dry" methods (absorbent materials, cat litter and/or rags). Contain the spill by
encircling with absorbent materials and do not let the spill spread widely.
If the spill occurs in dirt areas, immediately contain the spill by constructing an earthen
dike.
If the spill occurs during rain, to the extent that it doesn't compromise clean up activities,
cover spill with tarps or other material to prevent contaminating runoff.
March 23, 2006 Bright's Creek Golf Course
Stormwater and Water Quality Report

Sienificant/Hazardous Spills — For significant or hazardous spills that cannot be
controlled by personnel in the immediate vicinity, the services of a spills contractor or a
Haz-Mat team should be obtained immediately. Maintenance personnel should not
attempt to clean up the spill until the appropriate and qualified staff has arrived at the job
site.
Spills should not be buried or washed with water.
Previously used spill containment materials, contaminated materials, and recovered spill
materials that are no longer suitable for the intended purpose should be stored and
disposed of properly.
Water used for cleaning and decontamination should not be allowed to enter storm drains
or watercourses and should be collected and disposed of in the proper manner.
Proper storage, clean-up and spill reporting instructions for hazardous materials stored or
used on the project site should be posted at all times in an open, conspicuous and
accessible location.
Waste storage areas should be kept clean, well organized and equipped with ample clean-
up supplies as appropriate for the materials being stored. Perimeter controls, containment
structures, covers and liners should be repaired or replaced as needed to maintain proper
function.
Inspection and Maintenance
Verify weekly, that spill control clean up materials are located near material storage,
unloading and use areas.
Update and stock appropriate clean-up materials whenever changes occur in the types of
chemicals used or stored onsite.
Owner's Signature: / ` Date: -'114,o,L
Superintendent's Signature: Date:
March 23, 2006 Bright's Creek Golf Course 8
Stormwater and Water Quality Report

APPENDIX A
SITE MAPS
March 21, 2006 8dght's Creek Golf Course
Stormwater and Water Quality Report

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ClearWater
USGS Topographic Map
Bright's Creek
Environmental Consultants, Inc.
Polk County,
224 S. Grove Street, Ste F
North Carolina
Hendersonville, NC 28792
Cliffield Mountain Quad
828-698-9800

HENDERSON COUNTY, N.C.
I C1earWater
63-Acre Tract Environmental Consultants, Inc.
224 South Grove Street, Suite F
Hendersonville, NC 28792
828-698-9800
20,OT
Polk County Soil Survey
Map Page 4

March 21; 2006 Bright's Creek Golf Course
Stormwater and Water Qivality Report

SEDCAD 4 for Windows
!`nn�irinhf 400R Pamcla 1 Ghw�h
1
Bright'
;reek Golf Course:.
Maintenance Facility
Dry Pond for Maintenance Facility Area
2-yr. 0,5 hr, Storm (1.32 inches)
112" PVC Turn Down at Elev. 1215.5
Will Rector
Woolpert
148 River St.
Suite 220
Greenville, SC 29601
Phone: [phone]
Email: [e-mail]
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
f nnvrinh} iQQRP�mola I Crhuinf+
2
Genera/Information
Storm Information;
Storm Type: NRCS Type II
Design Storm: 2 yr - .5 hr
Rainfall Depth: 1.320 inches
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
(`nn�irinh} 1aaR P-1. I CrhuioVi
Structure Networking.,
Type
Stru (flows Stru
# into) #
Musk. K Musk�XLDescriptlon
(hrs)
Pond
#1 ==> End
0.000 0.000
Dry Pond
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
f nnvrinhf 1QQA D-1. 1 Crhu�oh
4
Structure Summary;
Immediate
Total
Peak
Total
Contributing
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(cfs)
(ac-ft)
In
3.86
0.06
#1 1.400
1.400
Out
1.63
0.05
5
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
!`nnvrinhi I OOA D-1. 1 Crhui�h
5
Structure #1 (Pond)
Dry Pond
Pond Inputs:
Structure Detail;
Permanent Pool Elev: 0.50
Permanent Pool: 0.00 ac-ft
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Diameter Length (ft) (%)
g
Manning's n Spillway Elev Holes per
(in)
(in)
Elev
36.00 6.50
18.00 22.00 23.00
0.0130 6.50 1
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Diameter Length (ft) (%)
Manning s n Spillway Elev Holes per
(in)
(in)
Elev
36.00 6.50
18.00 22.00 23.00
0.0130 6.50 1
Pond Results:
Peak Elevation: 6.62
H'graph Detention Time: 15.51 hrs
Dewater Time: 2.56 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
0.00
0.000
0.000
0.000
0.01
0.000
0.000
0.000
0.50
0.000
0.000
0.000
1.00
0.001
0.000
0.003
0.67* Low hole SPW #1
1.50
0.002
0.001
0.004
2.23*
2.00
0.002
0.002
0.005
2.42*
2.50
0.003
0.003
0.005
3.00*
3.00
0.004
0.005
0.006
3.52*
3.50
0.006
0.007
0.007
4.29*
4.00
0.007
0.011
0.007
4.50
0.009
0.015
0.008
12.05
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
r'-,rinhh IQQSZ 13-1. 1 Ghwoh
M
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
5.00
0.010
0.019
0.008
5.50
0.012
0.025
0.009
15.25
.6.00
0.013
0.031
0.009
8.65
6.50
0.015
0.038
0.009
9.10 Spillway #1
6.58
0.015
0.039
0.670
0.05
6.62
0.015
0.040
1.625
0.15 Peak Stage
7.00
0.016
0.046
10.339
7.50
0.018
0.054
29.227
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
Elevation
Perf. Riser (cfs)
User-
input discharge
(cfs)
Combined
Total
Discharge
(cfs)
0.00
0.000
0.000
0.000
0.01
0.000
0.000
0.000
0.50
0.000
0.000
0.000
1.00
0.000
0.003
0.003
1.50
0.000
0.004
0.004
2.00
0.000
0.005
0.005
2.50
0.000
0.005
0.005
3.00
0.000
0.006
0.006
3.50
0.000
0.007
0.007
4.00
0.000
0.007
0.007
4.50
0.000
0.008
0.008
5.00
0.000
0.008
0.008
5.50
0.000
0.009
0.009
6.00
0.000
0.009
0.009
6.50
0.000
0.009
0.009
6.58
0.661
0.009
0.670
7.00
10.330
0.010
10.339
7.50
29.217
0.010
29.227
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
(`nrn�rinh4 �QOA Dnmcl� 1 Crhui�F�
7
Subwatershed Hydrology Detail;
Stru SWS SWS Area
Time of
Conc Musk K Musk X Curve UHS
Peak
Discharge
Runoff
Volume
# # (ac)
(hrs) Number
(hrs)
(cfs)
(ac-ft)
#1 1 1.400
0.100 0.000 0.000 89.100 TR55
3.86
0.06
1.400
3.86
0.06
Filename: BrighCs Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
(`nmirinht 1 OOA D-1. 1 Crhuinh
1
Bri4ht's Creek Golf Course:
Maintenance Facility
Dry Pond for Maintenance Facility Area
100 yr, 12-hr, Storm (7,85 inches)
112" PVC Turn Down at Elev. 1215,5
Will Rector
Woolpert
148 River St.
Suite 220
Greenville, SC 29601
Phone: [phone]
Email: [e-mail]
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
(`nnvrinht 1 OOA D-1d I GMu�h
2
Genera/ Information
Storm information. -
Storm Type: NRCS Type II
Design Storm: 100 yr - 12 hr
Rainfall Depth: 7.580 inches
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
r'—... 1nhf IQQA P-1. I Crh�uoh
3
Structure Networking:
Type
Stru (flows Stru
# into) #
Musk. K Musk. X
(hrs)
Description
Pond
#1 =_> End
0.000 0.000
Dry Pond
Filename: Brighfs Creek Design.scs> Printed 01-17-2006

SEDCAD 4 for Windows
(,—, i h4 100A D-1. I Ghuroh
4
Structure Summary;
Immediate
Total
Peak
Total
Contributing ,
Contributing
Discharge
Runoff
Area
Area
Volume
(ac)
(ac)
(cfs)
(ac-ft)
In
9.26
0.73
#1 1.400
1.400
Out
9.25
0.72
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
f-,,inh4 1QOA P-1. I Crh,eiah
5
Structure Detail;
Structure #1 (Pond)
Dry Pond
Pond Inputs:
Permanent Pool Elev: 0.50
Permanent Pool: 0.00 ac-ft
Perforated Riser
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Length (ft) (%) Diameter Len
Manning's n Spillway Elev Holes per
(in)
(in)
Elev
36.00 6.50
18.00 22.00 1-23.00
0.0130 6.50 1
Riser Riser Height
Barrel Barrel Barrel Slope
Number of
Diameter (ft)
Diameter Length (ft) (%)
Manning s n Spillway Elev Holes per
(in)
(in)
Elev
36.00 6.50
18.00 22.00 23.00
0.0130 6.50 1
Pond Results:
Peak Elevation: 6.95
H'graph Detention Time: 1.04 hrs
Dewater Time: 2.78 days
Dewatering time is calculated from peak stage to lowest spillway
Elevation -Capacity -Discharge Table
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hm)
0.00
0.000
0.000
0.000
0.01
0.000
0.000
0.000
0.50
0.000
0.000
0.000
1.00
0.001
0.000
0.003
0.67* Low hole SPW #1
1.50
0.002
0.001
0.004
2.23*
2.00
0.002
0.002
0.005
2.42*
2.50
0.003
0.003
0.005
3.00*
3.00
0.004
0.005
0.006
3.52*
3.50
0.006
0.007
0.007
4.29*
4.00
0.007
0.011
0.007
5.61*
4.50
0.009
0.015
0.008
6.03*
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
!'-Hv hf 1QQA D-I. I Qrhu..h
1.1
Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs)
Dewater
Time
(hrs)
5.00
0.010
0.019
0.008
5.50
0.012
0.025
0.009
15.25
6.00
0.013
0.031
0.009
8.60
6.50
0.015
0.038
0.009
9.20 Spillway #1
6.58
0.015
0.039
0.670
4.95
6.95
0.016
0.045
9.253
1.05 Peak Stage
7.00
0.016
0.046
10.339
7.50
0.018
0.054
29.227
*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit.
Detailed Discharge Table
Elevation
Perf. Riser (cfs)
User-
input discharge
(ems) .
Combined
Total
Discharge
(cfs)
0.00
0.000
0.000
0.000
0.01
0.000
0.000
0.000
0.50
0.000
0.000
0.000
1.00
0.000
0.003
0.003
1.50
0.000
0.004
0.004
2.00
0.000
0.005
0.005
2.50
0.000
0.005
0.005
3.00
0.000
0.006
0.006
3.50
0.000
0.007
0.007
4.00
0.000
0.007
0.007
4.50
0.000
0.008
0.008
5.00
0.000
0.008
0.008
5.50
0.000
0.009
0.009
6.00
0.000
0.009
M09
6.50
0.000
0.009
0.009
6.58
0.661
0.009
0.670
7.00
10.330
0.010
10.339
7.50
29.217
0.010
29.227
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

SEDCAD 4 for Windows
f:nn..rinh41 QOR 0-1. 1 Cnhw.oh
7
Subwatershed Hydrology Detail;
Stru SWS SWS Area
Time of
Conc Musk K Musk X Curve UHS
Peak
Discharge
Runoff
Volume
# # (ac)
(hrs) Number
(hrs),
(cfs)
(ao-ft)
#1 1 1.400
0.100 0.000 0.000 89.100 TR55
9.26 -
0.73
1.400
9.26
0.73
Filename: Bright's Creek Design.sc4 Printed 01-17-2006

I Stage -Discharge Relationship for Riser Structures Outflow Structures (input areas are in gray)
Bright's creek 1l2" Turned Down elbow Design
Tap of Pond Elev. 7t7 531� i
Bottom of Pond Elev.,t: :.
Welrl Orifice Flow Pipe Flow Emerg. Spill-y
Diameter (n)ik
5�7- Diameter (I,.+'`rat} .t.� Bottom
wdm (e)4 tip.'
rap stage 3 A $MAI i Y L ngth�. h�4, :ry-t Side Slope
Wen Coat. ,p�.+,}3TE Outlet stage3`f �, `"*t�i''1po-�N Flow length (R) f IF+k,,�
Orifice Cost. �1 ,#1 S 1 >, M t. Manning 'rh3�k•W ' XI, Stag ' ':..iQ
Manning n ) .��f3''�'c"' Ka (1.0) q" � 51- s 34
HeighIm(05)1x.�,I�y"P
SI Pe (ftM) 0 t t11' s
Orifice 01 OHfiee IC! Orifice #3 Orifice 04 Orifice 05
Number of holes 5 0 J � P Numbs f hol � Numt»r of hol T Number of tbl r Number of hclesr `�'
Diameter (nches) k ,Qyt.�( i,t2 Diamele (Inches) - ,y Diameter (cha j Z35�1.� y t'; Diameter (inch ) "rya' Diameter Inches)4 4 lj
Invert Stage(ft) E -y Inv rtSta9 (ft)k,�'� ( } 1 Invert Stag (ft) Z L_' Imert Stag (ft)f 4 �4 -+ Irnert Stage(ft)"
or fice caet.(o s) 1 ,.,,.,,, tYB....n _.. k u r- Orifice Cost (D 6)fi� C £ ,�' _ 't c Orifice Cost (0 6) c ... , �.> .: orrkra3 coat (D s)1 . i - i¢:, �,:_;� orxiee Coat (0.6)5
Check Number of Holes OK Check Numb or of Holes OK Check Number of Holes OK Check Number of Holes OK Check Number of Holes OK
Check Hole Spacing OK Check Hole Spacing OK Check Hale Spacing OK Check Hale Spacing OK Check Hole Spacing OK
Water Stage
Weir Flout
Orifice Flow
Pipe Ff-
orifice 01
Orifloo#2
Orifice 93
onto, 04
Ortfice As
Emer . SpUIMY
Total Olscrar e
000
0.000
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.0
0.0
f 7 C;25 Y
0.000
0.000
Me00
0.000
0.00
0.00
0.00
0.00
0.0
0.0000
0.000
0.000
0.000
0.000
0.00
0.00
0.00
0.00
0.0
0.0000
A
0.049
0.003
0.002
0.000
0.00
0.00
0.00
oeo
0.0
0.0019
0.139
0.005
0.003
D OW
0.00
0.00
age
0.00
0.0
0.0027
0.255
0.006
0.003
0.000
0.00
0.00
0.00
0.00
0.00
0.00
0.0
0.0
0.0033
0.0038
0.393
0.007
0.004
0.000
ROD
0.00
i 75tA
�L 3i 2;tgY
0.549
0.721
0.007
0.008
0.D04
0.005
0.000
0.000
D.00
0.00
0.00
0.00
0.00
0.00
0.00
aeo
0.0
0.0
0.OD42
0.0046
rt
0.909
0.009
0.005
0.000
0.00
0.00
0.60
0.00
0.0
0.0050
r� ✓ -2.5(j c .:
1.111
OW9
0.005
O.DO6
0.000
0.000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0
0.0
0.0054
0.0057
u a0
7.325
1.55z
0.010
0.010
0.006
0.000
0.00
0.00
0.00
0.00
0.0
0,0060
1.791
0.011
0.006
O.0DO
0.00
0.00
0.00
0.00
0.0
0.0063
2041
00111
o.607
0.000
0.00
ODD
0.00
0.00
OM
0.0066
2.301
0.012
0.007
OMO
0.00
0.00
0.00
0.00
0.0
0.D066
4'00 )
2.571
0.012
0.007
0.ODO
0.00
0.00
0.00
0.00
0.0
0.0071
420
2.t152
0.013
0.007
a000
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.0
0.0
0e073
0.0076
4 $0
f�4,7r5
3.142
3.441
0.013
0.014
0.008
0.008
0.0DO
0.000
0.00
O.DO
0.00
0.03
0.0
0.0078
i
3.749
0.014
0.008
0.000
0.00
0.00 .
0.00
0.00
0.0
0.0080
4.065
0.014
a009
0.000
0.00
0.00
aco
0.00
0.0
0.0083
„5,25
5501
4.391
0.075
aoDB
000 .0
0.00
0.00
0.00
0.00
0.0
0.0085
575 'F
4.724
0.075
0.009
0.000
0.00
0.00
0.00
0.00
oe
0.0067
L t 18
5.065
0.009
0.000
0.00
0.00
0.00
0.D0
0.0
0.0089
5.415
=5
0.016
aooe
0.000
0.00
0.00
0.00
0.00
0.0
0.0091
5.771
0.016
0.009
0.000
0.00
0.00
0.00
0.00
0.0
0.0093
6.136
0.016
0.009
0.000
0.00
0.00
0.00
am
0.00
0.00
OAO
ODD
0.0
0.0
0.0095
0.0097
S t"
.
6.508
6.967
0.017
0.017
0.010
0.00
0.000
0.000.
0.00
0.00
0.00
0.00
0.0
0.00
� t
7.273
o.Dn
6.010
0.000
0.00
0.00
0.00
0.133
0.0
0.0100
a _tdp s a h
F
h
--sr. ;.toQ' firs
r*J r'�'i
Lbd
evDr.re.: fd S,V;z,
Water Stage Total Oiscl
0.00
0.25
0.50
0.0000
D.gggg
0.0000
0.0110
Total Discharge
0.75
0.0019
1.00
1.25
0.0017
0.0033
0.0100
1.50
0.0038
1.75
0.0042
2.00
g.0046
0.0090
2.25
0.0010
2.50
0.0054
2.75
0.0057
0.0080
3.00
0.0060
3.25
0.0063
3.50
0.0066
0.0070
3.75
0.0068
4.00
4..S
4.60
4.75
5.25
S.So
0.0071
0.0073
0.0076
0.0078
0.0083
0.0085.
0.0060
voi 0.0050
p.
s.75
0.0087
0.0040
_
6.00
0.0089
6.25
0.0091
6.50
0.0093
0.0030
6.75
0.0095
7.00
0.0097
7.25
0.0098
0.0020
7.60
0.0100
top
0.0000
top
0.0000
0.0010
top
0.0
top
0.0
top
0.0
0.0000
0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.6 5.0 5.5 6.0 6.5 7.0 7.5
top
top
0.0
0.0
0.0
lop
top
0.0
0.g
Stage
to
0.0

APPENDIX C
N®AA RAINFALL DATA TABLE
March 21, 2006 Bright's Creek Golf Course C
Stormwater and Water Quality Report

Precipitation Frequency Data Server
Page 1 of 5
' POINT PRECIPITATION Sri%V
,'
-FREQUENCY ESTIMATES_
FROM NOAA ATLAS 14„„
South Carolina 35.187 N 82.21 W 1066 feet
from "Precipitation -Frequency Atlas of the United States" NOAA Atlas 14, Volume 2, Version 2
G.M. Bonnin, D. Todd, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland, 2004
Extracted: Tue Jan 17 2006
I Precipitation Freauencv Estimates (inches) I
ARP 5 10 15 30 60 120 3 6j9p] 48 4 7 10 20 30 45 60
(years) min min min min min min lir hhr day day day day day day day
0 0.47 0.76 0.95 1.32 1.65 1.94 Efl 2.74 3.54 4.50 1 5.37 6.04 7.04 1 8.04 10.76 13.10 16.55 19.71
0.56 0.90 1.14 1.62 2.08 2.44 2.64 3.39 4.38 5.55 6.55 7.26 8.44 9.55 12.51 15.01 18.6 222.04
10 0.63 1.01 1.28 1.85 2.41 2.84 3.08 3.95 5.07 6.38 7.50 8.22 9.57 10.76 13.87 16.47 20.23 23.73
25 0.72 1.15 1.46 2.16 2.87 3.41 3.73 4.78 6.07 7.55 8.81 9.52 11.11 12.40 15.66 18.31 22.13 25.77
50 0.79 1.25 1.59 2.39 3.24 3.89 4.29 5.50 6.92 8.50 9.86 10.56 12.34 13.70 17.02 19.69 23.50 27.22
100 0.86 1.36 1.72 2.64 3.63 4.40 4.90 6.30 7.85 9.49 10.96 11.61 13.61 15.03 18.36 21.00 24.76 28.51
200 0.93 1.47 1.85 2.88 4.04 4.96 5.59 7.20 8.89 10.54 12.11 12.69 14.91 16.38 19.68 22.26 25.93 29.70
500 1.02 1.61 2.02 3.22 4.62 5.79 6.62 8.58 10.46 12.00 13.71 14.24 16.70 18.23 21.40 23.84 27.33 31.09
1000 1.09 1.72 2.15 3.49 5.09 6.49 7.51 9.80 11.85 13.18 15.00 15.47 18.12 19.68 22.70 24.99 28.32 32.06
- r Tex�erslon of table These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting forces estimates near zero to appear as zero.
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Precipitation Frequency Data Server Page 2 of 5
Partial duration based Point Precipitation Frequency Estimates Version: 2
35.187 N 82.21 W 1066 ft
33
32
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21
g
20
m
19
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0
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+
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Q
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.+
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a
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L
9
n.
8
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3
2
1
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0
2 3 4 5 6 7 8 910 20 30 40 50 80 100 140 200 300 500 700 1000
Overage Recurrence Interval (years)
Tue Jan 17 13:09:27 2006
Duration
5-min
48-hr x
30-day x
10-min -e-
3-hr -A-
4-day —
4.5-dl lj -«
15-min +
6-hr -9
7-day +
60-day w
30-min
12-hr +
10-day +
60-min-
24-hr
20-day�-
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Precipitation Frequency Data Server
Page 3 of 5
Partial duration based Point Precipitation Frequency Estimates Version: 2
85.187 N•82.21 W 1066 ft
s:s
32
31
30
29
28
27
26
25
24
23
� 21
v 1g
18
c 17
0 16
15
iv4 13
12
10
L 8
(L 7
6
5
4
3
2
1
0
E � 92
I I I . I
If? @ If) @
Tue Jan 17 13:09:27 2006
C C E L L L L L L L L L 31 3' 3r 3r 31 31 n n T 31
M m N m .@EI •@EI @N CI7 I I I� � � •O � � � '6 lm m
4- 1. d' M I I ti1 1 1 @1 1 1 a1
N d• M 1.fI.D o
Duration -+ -+ N M v W
Average Recurrence Interval
(years)
2 0 100 -
5 + 1 200 +-
10 a 500 +
25 A 1000 -e-
5 0 -
Confidence Limits -
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI 5 10 15 30 60 120[hJ3 6 F12 24 48 4 71020304560(years) min min min min minmin hr hr hr hr day day day day day day day
0 0.52 0.84 1.05 1.45 1.82 2.14 2.34 3.02 3.90 4.85 5.74 6.42 7.50 8.57 11.37 13.80 17.31 20.57
0 0.62 0.99 1.26 1.79 2.29 2.69 2.93 3.73 4.81. 5.97 7.00 7.71 8.99 10.18 13.22 15.80 19.52 22.99
10 0.69 1.11 [T4fl 2'.04 2.65 3.13 Efl 4.34 5.57 6.88 8.01 8.71 10.18 11.45 14.66 17.33 21.16 24.76
25 0.79 1.26 1.60 2.37 3.16 3.75 4.13 5'.24 6.67 8.13 9.39 10 09 11.82 13.20 16.56 19.28 23.16 26.87
50 0.87 1.3'8 1.75 2.64 3.57 4.29 4.76 6.04 7.62 9.15 10.52 1_1 13.13 14.59 18.00 2-3 2-0 28.38
100 0.94 1.50 1.90 2.91 4.00 4.86 5.44 6.93 8.66110.21 11.71 12.31 14.49 16.00 19.43 22.13 25.94 29.77
200 1.02 1.62 2.04 3.T8 4.47 5.49 6.22 7.95 9.84 11.34 12.94 13.48 15.91 17.48 20.84 23.49 27.19 31.04
500 1.13 1.78 2.25 3.57 5.12 6.44 7.40 9:51 11.64 12. 22 H7fl '15.18 17.87 19.50 22.74 25.20 28. 11 32.55
1000 1.22 1.91 2.40 3.89 5.68 7.24 8.43 10.90 13.24 14.21 16.14 16.53 19.47 21.10 24.17 26.48 29.79 33.61
The unner hound of the confidence interval at 90% confidence level is the value which 5% of the simulated nuanfile vahleq fnr a niven frenuencv ara nreafer than
-These precipitation frequency estimates are based on a partial duration series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
f� r1 r1 t-11111 1 It-1 1 11-111 11 11I t -1 1 11I t
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Precipitation Frequency Data Server
Page 4 of 5
IIARI** u 10 15 30 60 120 13 II 6 I 12 24 hr 4y 7Y 10 20 30 45 60
ears mum min mm mm mm mm hr hur hr hr 48 da da daydaydaydayday
0 0.43 0.69 0.86 1.19 1.50 1.76 1.91 2.51 3.23 4.19 5.05 5.71 6.66 7.59 10.21 12.45 15.81 18.84
�5 0.51 0.81 1.03 1.47 1.88 2.20 2.38 3.10 3.98 5.16 6.16 6.86 7.97 9.00 11.86 14.26 17.84 21.08
10 0.57 0.91 1.15 1.67 2.17 2.55 2.77 3.59 4.60 5.93 7.03 7.76 9.02 1-2 13.14 15.63 19.32 22.70
25 0.65 1.03 1.31 1.94 2.58 3.05 3.33 4.31 5.47 6.99 8.22 8.97 10.44 11.63 14.80 17.36 21.11 24.64
50 0.70 1.12 1.42 2.14 2.89 3.46 3.81 4.92 6.21 7.84 9.17 9.90 11.56 12.81 16.04 18.64 22.40 25.98
100 0.76 1.21 1.53 2.34 3.23 3.88 4.32 5.59 6.99 8.70 10.15 10.85 12.68 14.00 17.26 19.83 23.55 27.20
200 0.82 1.30 1.64 2.54 3.57 4.35 4.87 6.32 7.83 9.61 11.15 11.80 13.83 15.18 18.43 20.96 24.61 28.28
500 0.89 1.40 1.76 2.81 4.03 5.01 5.69 7.39 9.09 10.85 12.52 13.15 15.36 16.77 19.93 22.38 25.86 29.55
1000 0.94 1.48 1.86 3.01 4.40 5.57 6.38 8.32 10.16 11.83 13.60 14.19 16.56 18.01 21.05 23.40 26.74 30.44
* The lower bound of the confidence interval at 90%confidence level is the value which 5%of the simulated quantile values for a given frequency are less than.
"These precipitation frequency estimates are based on a partial duration maxima series. ARI is the Average Recurrence Interval.
Please refer to the documentation for more information. NOTE: Formatting prevents estimates near zero to appear as zero.
Maps -
These maps were produced using a direct map request from the
U.S. Census Bureau Mapping and Cartographic Resources
Tiger Map Server.
Please read disclaimer for more information.
LEGEND
State - Connector
County
Indian Resv
LakelPondlOcean
Street
Expressway
- Highway
Scale 1:228583
*average --true scale
ON Stream
fT Military Area
F< National Park
MM Other Park
0 City
County
2 1 8 mi
depends on monitor resolution
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Precipitation Frequency Data Server
Page 5 of 5
Other Maps/Photographs -
View USGS digital orthophoto quadrangle (DOQ) covering this location from TerraServer; USGS Aerial Photograph
may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain
relief and camera tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities
of a map. Visit the National Digital Orthophoto Program (NDOP) for more information.
Watershed/Stream Flow Information -
Find the Watershed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources
Precipitation ftequency results are based on data from a variety of sources, but largely NCDC The following links provide
general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the
stations used in this study,
please refer to our documentation.
Using the National Climatic Data Center's (NCDC) station search engine, locate other climate stations within:
r<
+1'3O yro�ntltes I. OR...
_.
directly from NCDC.
Hydrometeorological Design Studies Center
DOC/NOAA/National Weather Service ,
1325 East-West Highway
Silver Spring, MID 20910
[phone]
Questions?: [e-mail]
Disclaimer
i
of this location (35.187/-82.210). Digital ASCII data can be obtained
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APPENDIX D
NCDWQ SUPPLEMENT FORM CHECKLIST
March 21, 2006 Bright's Creek Golf Course D
Stormwater and Water Quality Report

Project No.
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay -final review and
approval of the project
I. PROJECT INFORMATION (please complete the following information): /j�%
Project Name: 1' � ► ah# S C e,�k G u o urS � .
Contact Person: W,y a % ec do©r Phone Number: (76q) S27— g11'7
For projects with multiple basins, specify which basin this worksheet applies to:_
Drainage Area:L._q acres Percent Impervious Area:Z%
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
Applicants Initials
Al A Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
WAR capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain 0. 06 AC,--,Cf
W - R The basin length to width ratio is greater than 3:1.
lnl A The basin side slopes are no steeper than 3:1.
LAIAR A small permanent. pool at outlet orifice is provided to reduce clogging.
c. , e or4 An emergency drain to completely empty the basin is provided.
W A Vegetation plan prepared is specified on plans.
WAR Basin to be stabilized within 14 days of construction is specified.
/1. Sediment storage (20% of detention volume) in addition to detention volume is provided.
A Inlet and outlet erosion control measures to prevent scour are provided.
Lv iE A Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean -out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
Forebay is provided to capture sediment and minimize clean -out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
WAR Seasonal high water table is at feast 1 foot below bottom of basin.
N If used as a temporary sediment basin, plans indicate clean -out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
AM The 0&M agreement is signed by the responsible party and notarized.

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete tl a f Ilowin,
Project Name: 4- C re eJ 0U (
Contact Person: CJ;)e.C+or
Level Spreader ID: -
Level Spreader Length 6 ft.
Drainage Area 1 • y- ac.
Impervious Area D .17 ac.
Maximum Filter Strip/Buffer Slope - so %
grass
Max. Discharge from a 10 Year Storm G S cfs
Max. Discharge to Level Spreader G. 43 cfs
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method lire • �r'tAf m&I f
II. REQUIRED ITEMS CHECKLIST
information):
Phone Number: (16
(perpendicular to flow)
(on -site and off -site drainage to the level spreader)
(on -site and off -site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
l o , yr zq-hr.
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At,a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
ADDlicants Initials
e e-4 Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
Pre -Form Scour Holes are on flat slopes only
W AR No structures are located in protected buffers`
If bypass method specified in the Draft Level Spreader Design Option Document:
AIIA Bypass method is specified (if applicable) and plan details and calculations are provided
M14 Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
A11A No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15%'in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to. the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

APPENDIX E
WATER QUALITY SYSTEM LAY®UT AND DESIGN
March 21, 2006 Bright's Creek Golf Course E
Stormwater and Water Quality Report

I
I

Di e wi 3 t top Idth
an 7.5 otal eight
lSee eta
Le elsp eade lip a
1 f he! g t CS
D tai
1�,10 ,
1250
1245
1240 _--
Are with 00 1235 _
stor e, C1 )
uire 3 ent Cleanout Stake to sh6w when
\ C� area is 2 . Sediment should be
removed when stake no lonQer visible,
1\0 12 3
BRIGHT'S CREEK GOLF COURSE: MAINTENANCE FACILITY
WATER QUALITY SYSTEM LAYOUT
NO. DATE REVISIONS er WOOLPERT, INC.
148 RIVER ST. SUITE 220
GREENVILLE, SC 29601
2 y PH: 864.421.9999
3 SCALE: 1":10, DATE: 1-12-06
"4
5 DWG # PROJECT #

CLEAN OUT STAKE
Top of Outlet Elev. = C
Orifice Size = I
Flev_ = .1
and Bottom Elev. = A V
Stabalize entire dam with erosion
control blanket (ECB) and permanent
seeding # 1M in reference to
seeding specs. in the NC E&SC
manual within 14 days of completion.
1:1 MAX.
OUTLET STRUCTURE - —
(SEE DETAIL)
-I I II I CORE OF GOOD -I
-III CLAY MATERIAL
-III
III
I I -I
III
INV. OUT Elev. _
Oulet #
A
B
C
I D
I E
I F
I G
I H
I I
IJ
1
1215.0
1222.5
1221.0
28'
1 18"
23%
1215
1210.5
1 2'`
1215.5
Top of Dike Elev. = B
\121:.
ENERGY DISSIPATOR
48" DIA. 4 -HOLES AROUND BASE
(SEE DETAIL FOR
HOLE PLACEMENT)
2' 8—IN
LENGTH = D — SIZE = E RCP ®F %
ANTI —STEEP COLLAR INV. Elev. = H
8. (SEE DETAIL)
CUTOFF TRENCH; 3.0' DEEP MIN. INTO SOIL FREE FROM
ORGANIC MATTER 8.0' BOTTOM 2:1 SIDE SLOPES EXTEND
CORE TO ELEV. OF RISER CREST
COMPACT TO 95% STANDARD PROCTOR WITH GOOD
CLAY FILL MATERIAL

4
PIPE
DIA.
6" CLEARANCE
6" C� LEARANCE
8" THICK CONCRETE
It^�I
II
IKn1I
Il
1 ROW #4 BARS
ANTISEEP COLLAR
(N.T.S.)
48-INCH DIA. PRECAST
RISER W/ TRASHRACK
(SEE DETAIL)
2-INCH DIA I.E. 1215.5 (SEE TYP. REVERSE SLOPED
ORIFICE DETAIL)
18'Ag&�k o
48'K4B'X1Y REINFORCED CONCRETE
PAD TO BE ATTACHED AND PLACED
I 1Lei �
�61§j 1 I allo L
(STABAUZE 1MTH NBLANKET ORTH AMERICAN GREEN
SEEDDIING # M N AEFFERENCE TOM�ING
SPECS IN THE NC EiSC MANUAL IMTHIN 14
DAYS OF COMPLETION.
BOTTOM ELEV. 1207.0 TOP ELEV. 1208.0
INSTALL PER
M ECIFIC CTURCS
11ONS
SPECIFlCATIONS
1TALL _
MI —III III I.
LEVEL SPREADER LEVEL SPREADER
PLAN VIEW CROSS SECTION ENERGY DISSIPATI)R
OLTA) OLTA) OLTA)
TRASH; O;
• 1 1:, L ;
O.C.
CLEANOUT CAP
2' PVC (SDR 26
T-FITTING
1215.5 ORIFICE INVERTI I
HOU N OUTLET
SNRCTURE MUST
CAP
BE CUT LARGE
*��DRILL
ENOUGH FOR THE
i' DIAMETER
2' PVC (SDR 2B)
HOLE
PIPE SEAL HOLE
IN 2' PVC CAP
BY USING WATER-
PROOF GROUT.
TYPICAL REVERSE
SLOPED ORIFICE
(N.T.S.)
BOTTOM ELEV. 1223.0
TOP ELEV. 122
INSTALL ,. MANUFACTURES
i
TERRA AQUA GARION
CROSS I.OLTA) I
Bright's Creek Golf Course: Maintenance Shed
BMP DETAILS
NO. DATE REVISIONS eY WOOLPERT, INC.
M148 RIVER ST. SUITE 220
GREENVILLE, SC 29601
2 W cWW PH: 864.421.9999
3 SCALE: N.T.S. DATE: 1-12-06
4
Tj DWG # PROJECT #

APPENDIX F
TERRA AQUA GABION INFORMATION AND INSTALLATION
SPECIFICATIONS
March 21, 2006 Bright's Creek Golf Course F
Stormwater and Water Quality Report

TERRA AQUA
GALVANIZED GABION
Scope:
This specification data sheet covers the use of galvanized steel double twisted woven
wire mesh gabion baskets filled with stone and used for various applications including
but not limited to retaining walls, mechanically stabilized soil retaining structures, stream
bank protection, slope paving, outfall structures, weirs, drop structures, etc...
Definition:
a) Gabions are defined as double twisted woven wire mesh box shaped baskets, of
various sizes and dimensions.
b) The selvedges of the gabion baskets are the thicker perimeter and edge wires to
which the wire mesh is secured as to withstand sudden or gradual stress from any
direction.
c) Reinforcing wires are the thicker wires incorporated into the netting during
fabrication.
d) The internal diaphragms are the internal wire mesh partitions which divide the
gabions into cells.
e) Lacing or tie wire is used to assemble and join the gabion units.
f) Connecting wires are the internal wire used to prevent the gabions from bulging.
g) Alternative wire fasteners are ASTM approved wire fasteners used in lieu of lacing
wire.
Fabrication:
Double Twisted Hexagonal steel wire mesh Galvanized Gabions. Gabions shall be
fabricated in such a manner that the sides, ends, lid and diaphragms can be assembled
at the construction site into rectangular baskets of the sizes specified and shown in the
drawings. Gabions shall be of single unit construction: the base, lid, ends, and sides
shall be either woven into a single unit or edge of these members connected to the base
section of the gabion in such a manner that strength an flexibility at the connecting
point does not compromise the engineered structural design of the gabion. Where the
length of the gabion exceeds on an one half its horizontal width, the gabion shall be
divided by diaphragms of the same mesh and gauge as the body of the gabion, into
cells `whose length does not exceed the horizontal width. The gabion shall be furnished
with the necessary diaphragms secured in proper position on the base in such a manner
that no additional tying is required at this juncture.

Mesh Formation:
The double twisted hexagonal wire mesh shall have deformability sufficient to permit
minimum of mesh elongation equivalent to 10% of the unstretched length of the mesh
test section without reducing the gauge or the tensile strength of the individual wire
strands to values less than those for similar wire, one gauge smaller in diameter.
Non -Raveling:
The double twisted hexagonal wire mesh is to be fabricated in such a manner as to be .
non raveling. This is defined as the ability to resist pulling apart at any of the twists or
connections forming the mesh when a single wire strand in a section of mesh is cut or
broken.
Gabion fill:
The stone fill material used for filling the gabion units shall be clean, hard stone with
pieces ranging from 4 — 8 inches on the greatest dimensions. Stone filling shall not
exceed 24 inch vertical drop above the gabion basket. All effort shall be made to ensure
that the stone fill material utilized in the design of the structure match the stone fill used
in constructing the gabion structure.
Assembling and placing:.
a) Each gabion unit shall be assembled by tying or fastening all connecting seams. The
binding wire shall be tightly looped around every other mesh opening along the
seams in such a manner that single and double loops are alternated. An alternative
wire fasteners may be used in lieu of lacing wire. The alternative wire fasteners shall
be applied at approximately 4" - 6" intervals on all vertical and horizontal seams. No
less than 3 fasteners per one foot on any given seam.
b) A line of empty gabions, shall.be placed into position according to the contract
drawings. Binding wire or alternative wire fasteners shall be used to secure each unit
to the adjoining one along the vertical reinforced edges and the top selvedges. An
approved corner closure tool shall be used to adjoin adjacent gabions to insure a'
tight, neat seam and minimize gabion wired or fastened to the latter at front and
back. The lid shall be secured with an approved closure tool to insure proper closure
without excessive mesh deformation.
c) To achieve optimum alignment and finish for retaining walls, a minimum amount of
stretching may be required.
d) Connecting wire shall be inserted during the filling operation as follows: The
connecting wires shall be installed according to manufacturers instructions every 1'
vertical lift of the gabion unit.
Page 2

r
Terra Aqua Gabion Unit Standard Sizes: Custom Jumbo Sizes Available
Gabion unit siz Capacity Cubic Yards No. of Internal Cells
6x3x3
2
2
9x3x3
3
3
12x3x3
4
4
6x3x1.5
1
2
9x3x1.5
1.5
3
12x3x1.5
2
4
6x3x1
.666
2
9x3x1
1
3
12x3x1
1.33
4
TOLERANCES: All gabion dimensions shall be within a tolerance limit of plus or minus
5% of the manufacturers stated dimensions.
Minimum Strength requirements of Terra Aqua Double Twisted Mesh
Gabions
Test Description Galvanized/Galfan Gabion Pvc Coated Gabion
Tensile strength of wire
mesh parallel to twist
3500 Ibs/ft
2900 Ibs/ft
Tensile strength of wire
mesh perpendicular to twist
1800 Ibs/ft
1400 Ibs/ft
'Connection to selvedges
1400 Ibs/ft
1200 Ibs/ft
Panel to Panel
1400 Ibs/ft
1200 Ibs/ft
Punch strength of mesh
6000 Ibs/ft
5300 Ibs/ft
Page 3

Material data:
-diameter of mesh wire: 0.120 inches
-diameter of selvedge wire: 0.153 inches
-diameter of lacing wire: 0.091 inches
-coating of wire: finish 5 class 3 zinc coating- ASTM A-641 tested in accordance with
ASTM A370-92.
-tensile of wire: soft temper in accordance with ASTM A641-92.
-weight of zinc coating of wire: shall be determined by ASTM A-90
-wire diameter of 0.120 inches shall have a weight of zinc coating of: 0.85 oz/sf
-wire diameter of 0.153 inches shall have a weight of zinc coating of: 0.90 oz/sf
-wire diameter of 0.091 inches shall have a weight of zinc coating of: 0.80 oz/sf
-grade of zinc coating of wire: high grade or special high grade in accordance with
ASTM B-6, Table 1
-uniformity of coating: shall be determined by ASTM A-239
-Elongation: not less than 12% in accordance with ASTM A370-92.
All of the above wire diameters are subject to a tolerance limit of 0.004 in accordance
with ASTM A-641.
All Terra Aqua Gabion material is manufactured according to ASTM A975-97 guidelines
for Double Twisted Hexagonal Mesh Gabions.
ASTM A975-97
TERRA AQUA GABIONS, INC.
1415 N. 32ND STREET
FORT SMITH AR 72904
479-785-5344
Page 4

APPENDIX G
IDEAL MODEL OUTPUT
March 21, 2006 Bright's Creek Golf Course G
Stormwater and Water Quality Report

IDEAL Summary Report
Project:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Type of Pond
Dry Detention Pond Specified
Vegetated Filter Strip
Filter Specified for
Concted Imp. Area and Per. Area
. f '_:� �' wi" i-.r. C'y Snt.�'" �`yM.Y' 4":'.7 '{ L.u-rt ._Y �l �t j.it-M
? rEM-6 D* k s,'y Rai' •'L.l •^P 'n+s+`h P',?:ay l_:rIIh :.'s�-' Bae^.`,. .wr N-+",,r
hPhos.ro phor��laf_Intll_ca�o
Vegetative Filter Strips (if specified)
----
----
----
----
Pond - Dry Detention (if specified)
----
---- .
----
----
Dry Detention Pond + VFS (if specified)
89.8%
24.2%
24.1 %
62.0%
Pond - Wet Detention (if specified)
----
I ----
I ----
IDEAL MODEL Bright's Creek Design Complete System

IDEAL MODEL
GREENVILLE COUNTY VERSION
Version 1.6 (8-21-02)
WATERSHED PARAMETERS USED IN MODEL
Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Cells with shading and blue font are for user
Item
Total Area (ac)
% Pervious Area (All Three Percentages Must Add to 101
% Impervious Area Not Connected to Drainage Channels
% Impervious Area Connected to Drainaqe Channels (%)
IDEAL MODEL Bright's Creek Design Complete Sytem Design

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Hydrologic Information
Values
Precipitation Tables to be used (GSP Airport = 1, Hogback Mtn = 2, Woodruff = 3).<>wm3
h
Soil Information
Soil Series (Name)G'�`
Soil Classification (i.e., clay loam, silt loam, etc)
1215®dyC1cr)}`;
Land Use (By listed Categories)
Pervious Area (By listed. Categories)„
Impervious Area Not Con. To Drainage Ch
' Pak%Sttira12ii1ty4
Impervious Area Con. To Drainage Chaside`_�ljc�
Hydrologic Soil Groups of Pervious Area (A, B, C, or D)
e�Q
Curve Numbers CN for AMC II
Pervious Area
Impervious Area Not Con. To Drainage Ch
n +.� �AMi Q$.t� l
Impervious Area Connected to Drainage Ch
Combined CN (AMC II) for Pervious Areas and Imp Area Not Con
89.1
Area Weighted CN (AMC ll) for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain hr
P ( )
y x IT�J
Impervious Areas Connected to Drainage Channel (hr),kp(�
Area Weighted tc Value
0.10
Time Between Storms (EPA440/5-87-0010, Dec 1986, Appendix Page A6)
Average Interval Between Storms in hrs (A value of 83 is set for Greenville County, SC)
83
Coefficient of Variation of Rainfall Volume, CVR (in) (A value of 1.46 is set for Greenville, SC)
1.46
IDEAL MODEL Bright's Creek Design Complete Sytem Design

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Event mean oncen ra ions
rac ion Settleable
e
Impervious Areas Connected to Drains
TSS (mg/1)
Nitrogen (mg/I)`z�,w$
0.33
Phosphorus (mg/1)
H _
0.33
actena n icators organisms mFecal orm
Pervious Areas and Impervious Areas Not Connected to Drains
I N� - , 0
Nitrogen (mg/1)
$ , 1*12,
0.43
Phosphorus (mg/1)
rnq �� At0.43
Bacterial Indicators or anisms/100m1
sW +
Isotherm Values for Chemicals and Bacteria (Conc on Active Phase of Sediment S = KC <= S max
K
Smax
Nitrogen
32
925
Phosphorous
190
925
Bacterial Indicators (organisms/100m1) r is ratio between number absorbed per gram and number floating/100 ml
7.74E+09
1.00E+07
IDEAL MODEL Bright's Creek Design Complete Sytem Design

Project Title:
Bright's Greek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Vegetated Filter Strip Information
(VFS is assumed to be along the exit point of the connected impervious area and/or along the exit point of the
pervious and unconnected impervious areas)
Connected Impervious Area
Filter Prescribed (yes=1, no=0)�„��,
Width (Perpendicular to Flow) (ft)
Length (Along Flow Path) (ft)
4a w,, �� ;A'.y-.
Slope (ft/ft)�'��3�_,
Vegetative TypeVUbds
o+4dottdipr'Mk
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)
Fb,w sh 4 =tip IV k; w r
Height of vegeation ranging from 0.1 to 8 (in)
Manning's n (range from 0.02 to 0.10)
Infiltration Rate CP i hu
)
�z
Pervious and Unconnected Impervious Areas
Filter Prescribed (yes=1, no=0)�
Width (Perpendicular to Flow) (ft)
Length (Along Flow Path) (ft)er�a�Q0
Slope (ft/ft)
Vegetative Type
�PMC6a+&; cit�i18bt
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)�y„
Height of vegeation ranging from 0.1 to 8 (in)
Manning's n (range from 0.02 to 0.10)
Infiltration Rate (iph)Q35hz„
;yy
IDEAL MODEL Bright's Creek Design Complete Sytem Design

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Pond
Pond Prescribed (yes=l,no=0)��
1�
Type of Detention (wet=l,dry=0)
Pond Inefficiency Parameter (accounts for dead storage, short circuiting, etc)?:,
Stage Information (input stage values for each stage point)
Stage (ft)
Stage of pond bottom
0
Stage of principle spillway crest above pond bottom (ft)
1
Stage of emergency spillway crest (ft)EV--1M11R2iWNp
Stage of top of dam
Area of two significant points along with stage (suggest stage and area of principal spillway and emergency spwy crest)
Stage and area 1(ft and ac)
Stage and area of emergency spwy (Stage automatically carried down from above, area is input (ft and ac)
6.5 00�:
Area of Principal Spillway (ac)
0.000271686
Outlet Information
Drop Inlet Spillway (0 = no, 1 = yes)
a1�
Diameter of Barrel (in)�1'���;
Length of Barrel (ft)
" _u36"
Diam of Riser (in)
Stage of Riser Crest above bottom of pond (ft)zK653�
Distance from invert of outlet to crest of riser (ft)
Entrance Loss Coefficient (Ke)
1" xn #OSk
Bend Loss Coefficient (Kb)
Manning's Roughness
Distance from Crest of EMS to Crest of Principal spillway (ft) (Calculated by Spreadsheet)
6.6
Weir Coefficient
Orifice Coefficient
Low Flow Orifice 0 - no, 1 es
t,
Diameter (in)
Orifice Coefficient
Ht of Orifice Center Above Reservoir Bottom (ft)
F „ T U`��*
Separate Weir (0 = no, 1 = yes)?
3_,• ,'Or�.w
Width of Weir (ft)
Weir Coefficient','
Height of Weir above Reservoir Bottom (ft)y,
Emergency Spillway (treated as broad crested weir) (0 = no, 1 = yes)
Width of Weir (Perpendicular to flow path) (ft)
Length of Spillway Crest (Parallel to flow path) (ft)
Weir Coefficient
`yam
Height of Weir above Reservoir Bottom (ft)
6.5
IDEAL MODEL Bright's Creek Design Complete Sytem Design.

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Bacterial Trapping in Ponds (Chapra Model)
Base Mortality Rate
0.8
Incoming Light Intensity (ly/day)
348
Proportionality constant for light (ke=Const*Ctss)
0.55
Temperature Growing Season (deg F)
82
Temperature Dormant Season (deg F)
54
IDEAL MODEL Bright's Creek Design Complete Sytem Design

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Watershed Characteristics
Area and Land Use
Total Area ac
1.4
% Pervious Area All Three Percentages Must Add to 100
30.7
% Impervious Area Not Connected to Drainage Channels %
69.2
% Impervious Area Connected to Drainage Channels %
0.1
W drolo is Information
Tables to be used
Woodruff
-Precipitation
Soil Information
Soil Series Name
Cecil
Soil Classification i.e., clay loam, silt loam, etc
Sandy Clay Loam
Land Use (By listed Categories)
Pervious Area (By listed Categories)
lawn(good)
Impervious Area Not Con. To Drainage Ch
Parking, Storage Facility
Impervious Area Con. To Drainage Ch
sidewalk
Hydrologic Soil Groups of Pervious Area A, B, C, or D
B
Curve Numbers CN for AMC II
Pervious Area
69.0
Impervious Area Not Con. To Drainage Ch
98.0
Impervious Area Connected to Drainage Ch
98.0
Combined CN AMC II for Pervious Areas and Imp Area Not Con
89.1
Area Weighted CN AMC II for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain hr
0.1
Impervious Areas Connected to Drainage Channel hr
0.1
Area Weighted tc Value
0.1
Runoff and Peak Discharges
Avg Storm
Annual Storm
Total Annual
Average Annual Single Storm
Rainfall in
0.6362
4.0000
47.08
Flow From Watershed to BMP's If BMPs are Specified)
Q ac-ft
0.0147
0.2583
1.09
Q in
0.1259
2.2144
9.32
q cs
Fraction of Rainfall That Becomes Runoff
0.1979
0.5536
0.20
Volume of Rainfall on the Filters ifspecified) ac-ft
0.0365
0.2296
2.70
Volume of Water Infiltrated in VFS ifspecified) ac-ft
0.0035
0.0111
0.26
Flow From VFS Into Pond (If VFS is Specified)
Q ac-ft
0.0477
0.4768
3.53
Q in
0.4092
4.0869
30.28
q c s
9.2023
Flow From Pond If Pond is Specified)
q cs
Peak Stage ft
3.8898
6.9241
Fraction of Runoff in Per Pool
0.0018
0.0002
Avg gpolgpi calib
0.6968
0.9097
IDEAL MODEL Bright's creek Design Completet System

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Sediment Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Watershed Yield
Avg Storm
Annual Storm
Total Annual
Total TSS Yield From Watershed Into VFS or Drain Ibs
20.78
1538.08
1538.08
Average Concentration m /I
520.58
520.58
520.58
Clay Sized Particles Ibs
2.41
50.52
178.14
Settleable Nitrogen Ibs
0.03
0.68
2.39
Settleable Phosphorus Ibs
0.01
0.14
0.51
Active Fraction(clay) Ibs
2.37
49.70
175.24
Trapping in Vegetative Filter Strips If Specified)
Specified for Impervious Areas Directly Connected to Drain and Type Grass
yes
Woods, good condition
Specified for Pervious Areas and Impervious Areas Not Connected to Drains and Type Grass
yes
1
Material Trapped .
TSS Ibs
17.0654
281.7602
1262.84
Clay Sized Particles Ibs
1.1517
8.1712
85.2279
Settleable Nitrogen Ibs
0.0155
0.1097
1.1455
Settleable Phosphorus Ibs
0.0033
0.0233
0.2434
Active Fraction(clay) Ibs
1.1330
8.0382
83.84
Trapping Efficient SS
0.8211
0.1832
0.8211
Material Discharged
TSS Ibs
3.7195
154.6272
275.24
Conc Total Solids m /I
28.6599
119.3092
28.66
Clay Sized Particles Ibs
1.2556
42.3467
92.9129
Settleable Nitrogen Ibs
0.0169
0.5685
1.2473
Settleable Phosphorus Ibs
0.0036
0.1208
0.2650
Active Fraction(clay) Ibs
1.2351
41.6573
91.40
Trapping in Pond - Dry Detention/Stormflow
Pond Specified and Type Detention
Pond Specified
DRY
Total Sediment Trapped Ibs
1.5977
71.6370
118.23
Clay Sized Particles Ibs
0.1974
3.1488
14.6098
Settleable Nitrogen Ibs
0.0026
0.0423
0.1961
Settleable Phosphorus Ibs
0.0026
0.0423
0.1961
Active Fraction(clay) Ibs
0.1942
3.0976
14.3720
Total Sediment Discharged Ibs
2.1218
82.9902
157.0118
Clay Sized Particles Ibs
1.0582
39.1978
78.3031
Settleable Nitro en ' Ibs
0.0142
0.5263
1.0512
Settleable Phosphorus Ibs
0.0030
0.1118
0.2233
Active Fraction(clay) Ibs
1.0409
38.5597
77.0285
Trapping Efficient Total Sed
0.4295
0.4633
0.4295
Trapping Efficient Active Fraction
0.1572
0.0744
0.1572,
Trapping in Pond - Wet Detention
Dry Detention Pond S ecified
Total Sediment Trapped Ibs
Clay Sized Particles Ibs
----
----
Settleable Nitrogen Ibs
----
----
Settleable Phosphorus Ibs
Active Fraction(clay) Ibs
----
----
Trapping Efficient Total Sed
Trapping Efficient Active Fraction)
--
Total Sediment Discharged Ibs
----
----
Clay Sized Particles Ibs
----
----
Settleable Nitrogen Ibs
---
-
Settleable Phosphorus Ibs
---
-
Active Fraction(clay) Ibs
Trapping Efficiency Between Storms for TSS
----
----
Clay Sized Particles Ibs
Settleable Nitrogen Ibs
Settleable Phosphorus Ibs
Active Fraction (clay) (Ibs)
--
IDEAL MODEL Bright's creek Design Completet System

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Pollutant Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Vegetative Filter Strips Specified
Filter Specified forl
Concted Imp. Area and Per. Area
Pond Specified and type pond
Dry Detention Pond Sp ecified
Dfy Detention StormwaterFlow ifWet Detention S ecifte BVFS.
Nitrogen
Avg Storm
Annual Storm
Total Annual
From Watershed Ibs
0.0751
0.6419
5.55
From Watershed m /I
1.8800
0.9194
1.88
From Filter ifspecified) Ibs
0.0596
0.6419
4.41
From Filter ifspecified) m /I
1.4924
0.4890
0.46
Discharged from Pond ifspecified) Ibs
0.0569
0.6419
4.21
Discharged from Pond ifspecified) m /I
0.4387
0.4889
0.44
Fraction Trapped VFS ifspecified)
0.2062
0.0000
0.21
Fraction Trapped Dry Detention Pond ifspecified)
0.0445
0.0001
0.04
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.2415
0.0001
0.24
Phosphorus
From Watershed Ibs
0.0160
1.8676
1.18
From Watershed m /I
0.4000
0.4000
0.40
From Filter ifspecified) Ibs
0.0127
0.2576
0.94
From Filter ifspecified) m /I
0.3177
0.1955
0.10
Discharged from Pond ifspecified) Ibs
0.0121
0.2485
0.90
Discharged from Pond ifspecified) (mg/I
0.0934
0.1886
0.09
Fraction Trapped VFS ifspecified)
0.2058
0.8635
0.21
Fraction Trapped Dry Detention Pond ifspecified)
0.0447
0.0351
0.04
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.2413
0.8683
0.24
Bacterial Indicator
From Watershed number
2.7181 E+09
4.7805E+10
2.0114E+11
From Watershed number/100ml
1.5000E+04
1.5011 E+04
15000.00
From Filter ifspecified) Number
2.4547E+09
4.7805E+10
1.8165E+11
From Filter ifspecified) numbed100m1
1.3547E+04
8.0019E+03
4167.66
Discharged from Pond ifspecified) number
1.0320E+09
2.7743E+10
7.6367E+10
Discharged from Pond ifspecified) number/10om1
1.7521 E+03 .
4.6947E+03
1752.11
Fraction Trapped VFS ifspecified)
0.0969
0.0000
0.10
Fraction Tra ed D Detention Pond ifs specified)
0.5796
0.4197
0.58
Trapped D Detention Pond + VFS ifs specified)
0.6203
0.4197
0.62
LLCULATIONS FOR FILTER STRIPS DO NOT CONSIDER BACTERIAL GROWTH
K
IN DEPOSITED SEDIMENT
R REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL Bright's creek Design Completet System

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Wet Detention
Avg Storm I Annual Storm Total Annual
Pond Specified and type detention (wet/dry)
Dr
V Detention Specified
Sediment
TSS
From Watershed Ibs
3.7195
275.24
Discharged from Pond Ibs
3.7195
275.24
TSS Trapped Ibs
0.0000
0.00
Active Fraction Clay
From Watershed Ibs
1.2351
91.40 .
Discharged from Pond Ibs
1.0409
77.03
Active Fraction Trapped Ibs
0.0000
0.0000
Trapping Efficiency for Active Fraction
0.0000
0.0000
Nitrogen
From Watershed Ibs
0.0596
4.41
Mass Absorbed on Active Phase Ibs
0.0000 .
0.0015
Mass Trapped Ibs
0.0027
0.20
Discharged from Pond Ibs
0.0569
4.21
Average Concentration in Pond Discharge m /I
0.4387
0.4387
Trapping Efficiency
0.0445
0.0445
Phosphorus
From Watershed Ibs
0.0127
0.94
Mass Absorbed on Active Phase Ibs
0.0000
0.0019
Mass Trapped Ibs
0.0006
0.04
Discharged from Pond Ibs
0.0121
0.90
Average Concentration in Pond Discharge m /I
0.0934
0.0934
TrappingTr6pping Efficiency
0.0447
0.0447
Bacterial Indicator
From Watershed Number
2.4547E+09
1.8165E+11
Number Trapped During Storm Flow
1.4228E+09
1.0528E+11
Number Discharged During Storm Flow Neglecting Permanent Pool
1.0320E+09
7.64E+10
Absorbed on Active Phase at End of Storm Flow Number
3.7683E+09
0.0000
Potential Number Trapped by Settling Between Storms
0.0000E+00
Potential Number Killed by Natural Mortality Between Storms
0.0000E+00
Potential Number Killed by Light Penetration Between Storms
0.0000E+00
Total Trapped Between Storms number
0.0000E+00
Reduction in Number Discharged from Pond During Storm Flow Due t
0.0000E+00
Total Number Trapped number
1.4228E+09
1.0528E+11
Total Number Discharged number
1.0320E+09
7.6367E+10
Average Concentration in Pond Discharge number/100m1
1752.1070
1752,1070
Trapping Efficiency
0.5796
0.5796
NOTE: CALCULATIONS FOR WET DETENTION DO NOT CONSIDER BACTERIAL GROWTH IN DEPOSITED SEDIMENT
OR REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL Brighfs creek Design Completet System

IDEAL Summary Report
Project:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Type of Pond
Dry Detention Pond Specified
Vegetated Filter Strip
No Filter Specified
Kr BIIAP
'_.TSS� y y Nitrogen °Phosphorus 'Bactertallndleaa'r
Vegetative Filter Strips (if specified)
----
----
----
----
Pond - Dry Detention (if specified)
88.9%
19.0%
19.2%
72.1 %
Dry Detention Pond + VFS (if specified)
----
----
----
----
Pond - Wet Detention (if specified)
----
----
---- .
----
IDEAL MODEL Bright's Creek Design Dry Pond Only

IDEAL MODEL
GREENVILLE COUNTY VERSION
Version 1.6 (8-21-02)
WATERSHED PARAMETERS USED IN MODEL
Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Cells with shading and blue font are for user input.
Total Area (ac)
% Pervious Area (All Three Percentages Must Add to 100)
% Impervious Area Not Connected to Drainage Channels
IDEAL MODEL Bright's Creek Design Dry Pond Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Hydrologic Information
Values
Precipitation Tables to be used (GSP Airport = 1, Hogback Mtn = 2, Woodruff = 3)aN3
Soil Information
Soil Series (Name)
�,
�:y�.�4��N�,)���;�����.
Soil Classification (i.e., clay loam, silt loam, etc)k
Land Use (By listed Categories)
Pervious Area (By listed Categories)
Iwkkr `
f% tt y iII
Impervious Area Not Con. To Drainage Ch
e Ch Impervious Area Con. To Drainage
P 9.�
Hydrologic Soil Groups of Pervious Area (A, B, C, or D)
j�.'
Ns� w
Curve Numbers CN for AMC II
Pervious Area
Impervious Area Not Con. To Drainage Ch
Impervious Area Connected to Drainage Ch
KK4
K
Combined CN (AMC ll) for Pervious Areas and Imp Area Not Con
89.1
Area Weighted CN (AMC II) for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain (hr)�d%1
Impervious Areas Connected to Drainage Channel (hr)�a
�?1
xOirt k
Area Weighted tc Value
0.10
Time Between Storms (EPA440/5-87-0010, Dec 1986, Appendix Page A6)
Average Interval Between Storms in hrs (A value of 83 is set for Greenville County, SC)
83
Coefficient of Variation of Rainfall Volume, CVR (in) (A value of 1.46 is set for Greenville, SC)
1.46
IDEAL MODEL Bright's Creek Design Dry Pond Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Sediment Information
Values
Erosion Information for Pervious Areas
Soil Erodibility (from Tables based on soil type)021;
Slope (%) (from topo maps)
Slope Length ft from to o maps
f�
LS Factor from RUSLE
0.14
Cover Factor (0-1.2) (from tables based on land use)
Practice ac or -(from tables based on conservation practice, typicallyt;Fx�,�,
z r`
Information for Size Distributions
Percent Sand Sized Particles (%) (from soils tables for South Carolina)_,'�r76
Percent Silt Sized Particles (%) (from soils tables for South Carolina)
s � •:14TMRI 1 w
Percent Clay Sized Particles (%) (from soils tables for South Carolina, Sand, Silt and Clay must sum to 100%)
'ya .y t1;�
Event mean C7oncentratrons
raction Settleable
Impervious Areas Connected to Drains
TSS (mg/1)
Nitrogen (m /1)
0.33
Phosphorus (mg/1)
Q:° ram``
0.33
Bacterial Indicators organisms mFecal orm
Pervious Areas and Impervious Areas Not Connected to Drains
17
Nitrogen (mg/1)
,w s 1 88
0.43
Phosphorus (mg/1)
0.43
Bacterial Indicators (organisms/100ml)
Isotherm Values for Chemicals and Bacteria (Conc on Active Phase of Sediment S = KC <= S m
K
Smax
Nitrogen
32
925
Phosphorous
190
925
Bacterial Indicators (organisms/100ml) r is ratio between number absorbed per gram and number floating/100 ml
7.74E+09
1.00E+07
IDEAL MODEL Bright's Creek Design Dry Pond Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Vegetated Filter Strip Information
(VFS is assumed to be along the exit point of the connected impervious area and/or along the exit point of the
pervious and unconnected impervious areas)
Connected Impervious Area
Filter Prescribed (yes=1, no=0)p��z„��N
Width (Perpendicular to Flow) (ft)
5.0M'�
Length (Along Flow Path) (ft)�3pp
Slope (ft/ft)��Q3�a.
Vegetative Type
Woodsy oo�tjcoritli_ipn
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)
Height of vegeation ranging from 0.1 to 8 (in)«g�,,
Manning's n (range from 0.02 to 0.10),...,,pp�
Infiltration Rate (iph)
Pervious and Unconnected Impervious Areas
Filter Prescribed (yes=1, no=0)
Width (Perpendicular to Flow) (ft)
Length (Along Flow Path) (ft)
3QQ
Slope (ft/ft)"
Vegetative Type
c N(pQ({�,r obd�bfiiilr�rl
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)
Height of vegeation ranging from 0.1 to 8 (in)a
Manning's n (range from 0.02 to 0.10)'�+a
00"
Infiltration Rate (iph)Y
IDEAL MODEL Bright's Creek Design Dry Pond Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Pond
Pond Prescribed (yes=1,no=0)
1INER ,�' „ 1
Type of Detention (wet=1,dry=0)
t
Pond Inefficiency Parameter (accounts for dead storage, short circuiting, etc)
73axw
Stage Information (input stage values for each stage point)
Stage (ft)
Stage of pond bottom
0
Stage of principle spillway crest above pond bottom (ft)
1
Stage of emergency spillway crest (ft)
k "6e5 5At
Stage of top of dame_;'
`y
Area of two significant points along with stage (suggest stage and area of principal spillway and emergency spwy crest)
Stage and area 1(ft and ac)
t . 5
Stage and area of emergency spwy (Stage automatically carried down from above, area is input (ft and ac)
6.6 � Q:D98
Area of Principal Spillway (ac)
0.000271685
Outlet Information
Drop Inlet Spillway (0 = no, 1 = yes)
,x_
; y > � 00
Diameter of Barrel (in)
gA�rc
Length of Barrel (ft)�
Diam of Riser (in)
Stage of Riser Crest above bottom of pond (ft)
a __
Distance from invert of outlet to crest of riser (ft)
Entrance Loss Coefficient (Ke)
Bend Loss Coefficient (Kb)�5µ;
Manning's Roughness
Distance from Crest of EMS to Crest of Principal spillway (ft) (Calculated by Spreadsheet)
6.6
Weir Coefficient:,
f -
Orifice Coefficient
zry
Low Flow Orifice (0 = no, 1 = yes)A«tir;wpm;
Diameter (in)�._'
Orifice Coefficient
Mk
Ht of Orifice Center Above Reservoir Bottom (ft)
�t;
Separate Weir (0 = no, 1 = yes)
Width of Weir (ft)
.. 4 =- _M� O ,��u
Weir Coefficient
Height of Weir above Reservoir Bottom (ft)
�+ A. ;
Emergency Spillway (treated as broad crested weir) (0 = no, 1 = yes)y
:0�Q
Width of Weir (Perpendicular to flow path) (ft)uZ,�,
Length of Spillway Crest (Parallel to flow path) (ft)
31 g
Weir Coefficient
0.87 AT, M� Vfflra-
Height of Weir above Reservoir Bottom (ft)
6.6
IDEAL MODEL Bright's Creek Design D Pond Only Y

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Bacterial Trapping in Ponds (Chapra Model)
Base Mortality Rate
0.8
Incoming Light Intensity (ly/day)
348
71111
Proportionality constant for light (ke=Const" Ctss)
0.55
Temperature Growing Season (deg F)
82
Temperature Dormant Season (deg F)
54
IDEAL MODEL Bright's Creek Design Dry Pond Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Watershed Characteristics
Area and Land Use
Total Area ac
1.4
Pervious Area All Three Percentages Must Add to 100
30.7
Impervious Area Not Connected to Drainage Channels %
69.2
% Impervious Area Connected to Drainage Channels %
0.1
Hydrologic Informaffon
-Precipitation Tables to be used
Woodruff
Soil Information
Soil Series Name
Cecil
Soil Classification i.e. clay loam, silt loam etc
Sandy Clay Loam
Land Use (By listed Categories)
Pervious Area (By listed Categories)
lawn(good)
Impervious Area Not Con. To Drainage Ch
Parking, Storage Facility
Impervious Area Con. To Drainage Ch
sidewalk
Hydrologic Soil Groups of Pervious Area A, B, C or D
B
Curve Numbers CN for AMC II
Pervious Area
69.0
Impervious Area Not Con. To Drainage Ch
98.0
Impervious Area Connected to Drainage Ch
98.0
Combined CN AMC II for Pervious Areas and Imp Area Not Con
89.1
Area Weighted CN AMC II for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain hr
0.1
Impervious Areas Connected to Drainage Channel hr
0.1
Area Weighted t° Value
0.1
Runoff and Peak Discharges
Avg Storm
Annual Storm
Total Annual
Average Annual Single Storm
Rainfall in
0.6362
4.0000
47.08
Flow From Watershed to BMP's If BMPs are Specified)
O ac-ft
0.0147
0.2583
1.09
O in
0.1259
2.2144
9.32
q cs
Fraction of Rainfall That Becomes Runoff
0.1979
0.5536
0.20
Volume of Rainfall on the Filters ifspecified) ac-ft
0.0365
0.2296
2.70
Volume of Water Infiltrated in VFS ifspecified) aaft
0.0000
0.0000
0.00
Flow From VFS Into Pond (if VFS is Specified)
VFS not specified
Q ac-ft _
-
Q in
--
- -
g s
Flow From Pond If Pond is Specified
q s
Peak Stage ft
2.0836
6.7609
Fraction of Runoff in Per Pool
0.0057
0.0003
Avg qp lgpl.11b
0.6413
1 0.8429
IDEAL MODEL • ' Bright's creek Design Dry Pond Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02) . .
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Sediment Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Watershed Yield
Avg Storm
Annual Storm
Total Annual
Total TSS Yield From Watershed Into VFS or Drain Ibs
20.78
1538.08
1538.08
Average Concentration m /I
520.58
520.58
520.58
Clay Sized Particles Ibs
2.41
50.52
178.14
Settleable Nitrogen Ibs
0.03
0.68
2.39
Settleable Phosphorus Ibs
0.01
0.14
0.51
Active Fraction(clay) Ibs
2.37
49.70
175.24
Trapping in Vegetative Filter Strips If Specified)
Specified for Impervious Areas Directly Connected to Drain and Type Grass
no
Specified for Pervious Areas and Impervious Areas Not Connected to Drains and Type Grass
no
Material Trapped
TSS Ibs
----
----
----
Clay Sized Particles Ibs
----
Settleable Nitrogen Ibs
----
----
----
Settleable Phosphorus Ibs
----
----
Active Fraction(clay) Ibs
Trapping Efficient TSS
----
----
----
Material Discharged
TSS Ibs
----
----
----
Conc Total Solids m /1----
Clay Sized Particles Ibs
-
----
----
Settleable Nitrogen Ibs
----
Settleable Phosphorus Ibs
----
----
----
Active Fraction(clay) Ibs
----
----
----
Trapping in Pond - Dry Detention/Sformflow
Pond Specified and Type Detention
Pond Specified
DRY
Total Sediment Trapped Ibs
18.4678
351.3104
1366.62
Clay Sized Particles Ibs
1.0575
6.1169
78.2543
Settleable Nitrogen Ibs
0.0142
0.0821
1.0503
Settleable Phosphorus Ibs
0.0142
0.0821
1.0503
Active Fraction(clay) Ibs
1.0403
6.0173
76.9809
Total Sediment Discharged Ibs
2.3170
85.0770
171.4615
Clay Sized Particles Ibs
1.3498
44.4010
99.8865
Settleable Nitrogen Ibs
0.0181
0.5961
1.3425
Settleable Phosphorus Ibs
0.0039
0.1267
0.2852
Active Fraction(clay) Ibs
1.3278
43.6782
98.2588
Trapping Efficient Total Sed
0.8885
0.8050
0.8885
Trapping Efficient Active Fraction
0.4393
0.1211
0.4393
Trapping in Pond - Wet Detention
Dry Detention Pond S ecified
Total Sediment Trapped Ibs
----
----
Clay Sized Particles Ibs
----
----
Settleable Nitrogen Ibs
Settleable Phosphorus Ibs
----
----
Active Fraction(clay) Ibs
Trapping Efficient(Total Sed
Trapping Efficient Active Fraction
----
----
Total Sediment Discharged Ibs
----
Clay Sized Particles Ibs
-
Settleable Nitrogen Ibs
Settleable Phosphorus Ibs
----
----
Active Fraction(clay) Ibs
Trapping Efficiency Between Storms for TSS
----
----
Clay Sized Particles Ibs
Settleable Nitrogen Ibs
----
Settleable Phosphorus Ibs
----
Active Fraction (clay) (Ibs)
----
IDEAL MODEL Brighfs creek Design Dry Pond Only

1
IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Pollutant Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Vegetative Filter Strips Specified
No Filter S ecified
Pond Specified and type pond
DfyDetention Pond Sp ecified
Dry Detention Stormwater Flow if Wet Detention Specifleco & VFS
Nitrogen
Avg Storm
Annual Storm
Total Annual
From Watershed Ibs
0.0751
0.6419
6.55
From Watershed m /I
1.8800
0.9194
1.88
From Filter ifspecified) Ibs
----
----
----
From Filter ifspecified) m /I
----
---
----
Discharged from Pond ifspecified) Ibs
0.0608
0.6418
4.50
Discharged from Pond ifspecified) m /I
1.5236
0.9191
1.52
Fraction Trapped VFS ifspecified)
----
----
----
Fraction Trapped D :Detention Pond ifspecified)
0.1896
0.0003
0.19
Fraction Trapped Dry Detention Pond + VFS if specified) .
0.1896
0.0003
0.19
Phosphorus
\
From Watershed Ibs
0.0160
1.9523
1.18
From Watershed m /1
0.4000
0.4000
0.40
From Filter ifspecified) Ibs
----
----
----
From Filter. ifspecified) m /1
----
----
----
Discharged from Pond ifspecified) Ibs
0.0129 _
0.2632
0.96
Discharged from Pond ifspecified) m /I
0.3233
0.3734
0.32
Fraction Trapped VFS ifspecified)
----
----
---
Fraction Trapped Dry Detention Pond ifspecified)
0.1917
0.0629
0.19
Fraction Trapped Dry Detention Pond + VFSifspecified)
0.1917
0.8652
0.19
Bacterial Indicator
From Watershed number
2.7181E+09
4.7805E+10
2.0114E+11
From Watershed number/100m1
1.5000E+04
1.5011E+04
15000.00
From Filter ifs eciFed Number
----
----
---
From Filter ifspecified) number/100ml
----
----
----
Discharged from Pond ifspecified) number
7.5895E+08
2.8616E+10
5.6162E+10
Discharged from Pond ifspecified) number/100m1
4.1884E+03
9.1588E+03
4188.39
Fraction Trapped VFS ifspecified)
----
----
---
Fraction Trapped. Dry Detention Pond ifspecified)
0.7208
0.4014
0.72
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.7208
0.4014
0.72
NOTE. CALCULATIONS FOR FILTER STRIPS DO NOT CONSIDER BACTERIAL GROWTH IN DEPOSITED SEDIMENT
OR REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL
Bright's creek Design
Dry Pond Only

IDEAL MODEL OUTPUT
Version.1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Wet Detention
Avg Storm Annual Storm Total Annual
Pond Specified and type detention (wet/dry)
D
Detention Specified
Sediment
TSS
From Watershed Ibs
20.7849
1538.08
Discharged from Pond Ibs
20.7849
1538.08
TSS Trapped Ibs
0.0000
0.00
Active Fraction Clay
From Watershed Ibs
2.3681
175.24
Discharged from Pond Ibs
1.3278
r98.26
Active Fraction Trapped Ibs
0.0000
0.0000 _
Trapping Efficiency for Active Fraction
0.0000
0.0000
Nitrogen
From Watershed Ibs
0.0751
5.55
Mass Absorbed on Active Phase Ibs
0.0001
0.0059
Mass Trapped Ibs
0.0142
1.05
Discharged from Pond Ibs
0.0608
4.50
Average Concentration in Pond Discharge m /I
1.5236
1.5236
Trapping Efficiency
0.1896
0.1896
-Phosphorus
From Watershed Ibs
0.0160
1.18
Mass Absorbed on Active Phase Ibs
0.0001
0.0074
Mass Trapped Ibs
0.0031
0.23
Discharged from Pond Ibs
0.0129
0.96
Average Concentration in Pond Discharge m /l
0.3233
0.3233
Trapping Efficiency
0.1917
0.1917
Bacteria/ Indicator
From Watershed Number
2.7181E+09
2.0114E+11
Number Trapped During Storm Flow
1.9591E+09
1.4497E+11
Number Discharged Durin .Storm Flow Neglecting Permanent Pool
7.5895E+08
5.62E+10
Absorbed on Active Phase at End of Storm Flow Number
2.7209E+09
0.0000
Potential Number Trapped by Settling Between Storms
O.0000E+00
Potential Number Killed by Natural Mortality Between Storms
0.0000E+00
Potential Number Killed by Light Penetration Between Storms
0.0000E+00
Total Trapped Between Storms number
0.0000E+00
Reduction in Number Discharged from Pond During Storm Flow Due t
0.0000E+00
Total Number Trapped number
1.9591 E+09
1.4497E+11
Total Number Discharged number
7.5895E+08
5.6162E+10
Average Concentration in Pond Discharge number/100m1
4188.3922
4188.3922
Trapping Efficiency
0.7208
0.7208
NOTE. CALCULATIONS FOR WET DETENTION DO NOT CONSIDER BACTERIAL GROWTH IN DEPOSITED SEDIMENT
OR REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL BrighCs creek Design Dry Pond Only

IDEAL Summary Report
Project:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Type of Pond
Dry Detention Pond Specified
Vegetated Filter Strip
Filter Specified for
Concted Imp. Area and Per. Area
VNMI
ti
}TSSt s Nitro en .- orus
0 sph
}Bacterial Ind�caor;
Vegetative Filter Strips (if specified)
82.1 %
20.6%
20.6%
9.7%
Pond - Dry Detention (if specified)
-----
----
----
----
Dry Detention Pond + VFS (if specified)
----
----
----
----
Pond - Wet Detention (if specified)
----
----
----
----
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

IDEAL MODEL
GREENVILLE COUNTY VERSION
Version 1.6 (6-21-02)
WATERSHED PARAMETERS USED IN MODEL
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Cells with
rea and Land Use
Total Area (ac)
% Pervious Area (All Three Percentages Must Add to 10
% Impervious Area Not Connected to Drainage Channels
g and'blue font are for user input,
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Hydrologic Information
Values
Precipitation Tables to be used (GSP Airport = 1, Hogback Mtn = 2, Woodruff = 3)
Soil Information
r � -AU ;. K,
Soil Series (Name)
Soil Classification (i.e., clay loam, silt loam, etc)13PndyCt�ty„Lta
Land Use (By listed Categories)
^SSfcw
Pervious Area (By listed Categories)
Impervious Area Not Con. To Drainage Ch
Impervious Area Con. To Drainage Ch
Hydrologic Soil Groups of Pervious Area (A, B, C, or D)>�r
Curve Numbers CN for AMC II
M "NE llk`wd"
t2 P, *-Wffil li
MfIlt�;3�dWdli
Pervious Area
.",G.- rr
Z
89.1
Impervious Area Not Con. To Drainage Ch
Impervious Area Connected to Drainage Ch
Combined CN (AMC ll) for Pervious Areas and Imp Area Not Con
Area Weighted CN (AMC II) for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain (hr)
Impervious Areas Connected to Drainage Channel (hr)
Area Weighted tc Value
;h " O "` �
0.10
Time Between Storms (EPA440/5-87-0010, Dec 1986, Appendix Page A6)
Average Interval Between Storms in hrs (A value of 83 is set for Greenville County, SC)
83
Coefficient of Variation of Rainfall Volume, CVR (in) (A value of 1.46 is set for Greenville, SC)
1.46
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Sediment Information
Values
Erosion Information for Pervious Areas
Soil Erodibility (from Tables based on soil type)
Slope (%) (from topo maps)
Slope Length (ft) (from topo maps10��
hr
�� h
0.14
LS Factor from RUSLE
Cover Factor (0-1.2) (from tables based on land use)
Practice factor -(from tables based on conservation practice, typically .
f6vll21 y
Information for Size Distributions
Percent Sand Sized Particles (%) (from soils tables for South Carolina)
Ftz ISS4 2N'�",`�;�;`,
Percent Silt Sized Particles (%) (from soils tables for South Carolina)
Percent Clay Sized Particles (%) (from soils tables for South Carolina, Sand, Silt and Clay must sum to 100%)
Event can Concentrations
LINIG I
Fraction Settleable
Impervious Areas Connected to Drains
TSS (mg/1)n.�`�<w*`
0.33
Nitrogen (mg/1)�t��;�
Phosphorus (mg/1)
actena Indicators organisms m Fecalorm
50
Pervious Areas and Impervious Areas Not Connected to Drains
Nitrogen (mg/pz41
�I%z
0.43
Phosphorus (mg/1)
0.43
Bacterial Indicators (organisms/100m1).�:4
Isotherm Values for Chemicals and Bacteria (Conc on Active Phase of Sediment S = KC <= S max
K
Smax
Nitrogen
32
925,
Phosphorous
190
925
Bacterial Indicators (organisms1100ml) r is ratio between number absorbed per gram and number floating/100 ml
7.74E+09
1.00E+07
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Vegetated Filter Strip Information
(VFS is assumed to be along the exit point of the connected impervious area and/or along the exit point of the
pervious and unconnected impervious areas)
Connected Impervious Area
Filter Prescribed (yes=1, no=0)
Width (Perpendicular to Flow) (ft)�50
Length (Along Flow Path) (ft)�_"�DQ.."
`
Slope (ft/ft)
'.
Vegetative Type'
iAltojds, ood�otltltiori
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)
: s t n A .�
Height of vegeation ranging from 0.1 to 8 (in)
Manning's n (range from 0.02 to 0.10)
Viz"a" �
I 215,NIS
�-�
Infiltration Rate (iph)
Pervious and Unconnected Impervious Areas
Filter Prescribed (yes=1, no=0)r�
'
Width (Perpendicular to Flow) (ft)
T1,
Length (Along Flow Path) (ft)
Slope (ft/ft)
Vegetative Type
s Vt�oY�d?s, dcdMcouidt�d tt
Equivalent Spacing of Vegetative elements in inches (Based on vegetation, use 1 for wooded riparian buffers)
Height of vegeation ranging from 0.1 to 8 (in)
f3,
Mannin 's n (range from 0.02 to 0.10)ar
r 024 i
Infiltration Rate i h
IDEAL MODEL. Bright's Creek Design. Riparian Buffer Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Pond
Pond Prescribed (yes=1,no=0)
paw R ; "fir
Type of Detention (wet=1,dry=0)
—MM&MO 0 t 2?21 (
Pond Inefficiency Parameter (accounts for dead storage, short circuiting, etc)
Stage Information (input stage values for each stage point)
Stage (ft)
Stage of pond bottom
0
Stage of principle spillway crest, above pond bottom (ft)
1
Stage of emergency spillway crest (ft)
w", gm; o ff;
Stage of top of dam
X�,WM
Area of two significant points along with stage (suggest stage and area of principal spillway and emergency spwy crest)
Stage and area 1(ft and ac)
1;g� �d,� x•;
� W. . ._.. K�..... ..��.:0,1 60 �.
Stage and area of emergency spwy (Stage automatically carried down from above, area is input (ft and ac)
6.5
Area of Principal Spillway (ac)
0.000271686
Outlet Information
Drop Inlet Spillway (0 = no, 1 = yes)
Diameter of Barrel (in)
rg
Length of Barrel (ft)_�°
Diam of Riser (in)
Stage of Riser Crest above bottom of pond (ft)?
�r
Distance from invert of outlet to crest of riser (ft)
Entrance Loss Coefficient (Ke)�fi
Bend Loss Coefficient (Kb)3
kf"
Manning's Roughness
Distance from Crest of EMS to Crest of Principal spillway (ft) (Calculated by Spreadsheet)
5.5
Weir Coefficient
mx
Orifice Coefficient�€x"6fi
Low Flow Orifice (0 = no, 1 = yes)
Diameter (in)
Orifice Coefficient
A g Mix
Ht of Orifice Center Above Reservoir Bottom (ft)
Separate Weir (0 = no, 1=yes)35
a A +ra
Width of Weir (ft)
f. U�04460 � �
Weir Coefficient
Height of Weir above Reservoir Bottom (ft)_9a4*
Emergency Spillway (treated as broad crested weir) (0 = no, 1 = yes).
�t �Ok�H
Width of Weir (Perpendicular to flow path) (ft)
Length of Spillway Crest (Parallel to flow path) (ft)
�xaE
Weir Coefficient,
87t8 , a v
Height of Weir above Reservoir Bottom (ft)
6.5
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

Project Title:
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Information for Bacterial Trapping in Ponds (Cha ra Model)
Base Mortality Rate
0.8
Incoming Light Intensity (ly/day)
348
Proportionality constant for light (ke=Const*Ctss)
0.55
Temperature Growing Season (deg F)
82
Temperature Dormant Season (deg F)
54
IDEAL MODEL Bright's Creek Design Riparian Buffer Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Watershed Characteristics
Area and Land Use
Total Area ac
1.4
Pervious Area All Three Percentages Must Add to 100
30.7
Impervious Area Not Connected to Drainage Channels %
69.2
% Impervious Area Connected to Drainage Channels %
0.1
Hydrologic Information
Tables to be used
Woodruff
-Precipitation
Soil Information
Soil Series Name
Cecil
Soil. Classification i.e. clay loam silt loam, etc
Sandy Clay Loam
Land Use (By listed Categories)
Pervious Area (By listed Categories)
lawn(good)
Impervious Area Not Con. To Drainage Ch
Parking, Storage Facility
Impervious Area Con. To Drainage Ch
sidewalk
Hydrologic Soil Groups of Pervious Area A, B, C or D
B
Curve Numbers CN for AMC II
Pervious Area
69.0
Impervious Area Not Con. To Drainage Ch
98.0
Impervious Area Connected to Drainage Ch
98.0
Combined CN AMC II for Pervious Areas and Imp Area Not Con
89.1
Area Weighted CN AMC II for all Watersheds
89.1
Time of Concentrations
Combined Pervious and Imp. Areas Not Connected to Drain hr
0.1
Im ervious Areas Connected to Drainage Channel hr
0.1
Area Weighted % Value
0.1
Runoff and Peak Discharges
Avg Storm
Annual Storm
Total Annual
Average Annual Single Storm
Rainfall in
0.6362
4.0000
47.08
Flow From Watershed to BMP's If BMPs are Specified)
0 ao-ft
0.0147
0.2583
1.09
0 in
0.1259
2.2144
9.32
q s
Fraction of Rainfall That Becomes Runoff
0.1979
0.5536
0.20
Volume of Rainfall on the Filters ifspecified) ac-ft
0.0365
0.2296
2.70
Volume of Water Infiltrated in VFS ifspecified) ac-ft
0.0035
0.0111
0.26
Flow From VFS Into Pond (If VFS is Specified)
Q ac-ft
0.0477
0.4768
3.53
O in
0.4092
4.0869
30.28
q s
Flow From Pond If Pond is Specified)
c s
q PT
-
--
Peak Stage ft
Fraction of Runoff in Per Pool
Avg gpolgpt cafib
IDEAL MODEL Bright's creek Design Riparian Buffer Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf *Course Maintenance Facility
Storm Water Management System Pollutant Removal
Sediment Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Watershed Yield
Avg Storm
Annual Storm
Total Annual
Total TSS Yield From Watershed Into VFS or Drain Ibs
20.78
1538.08
1538.08
Average Concentration m /I
520.58
520.58
520.58
Clay Sized Particles Ibs
2.41
50.52
178.14
Settleable Nitrogen Ibs
0.03
0.68
2.39
Settleable Phosphorus Ibs
0.01
0.14
0.51
Active Fraction(clay) Ibs
2.37
49.70
175.24
Trapping in Vegetative Filter Stn s if Specified)
Specified for Impervious Areas Directly Connected to Drain and Type Grass
yes
Woods, good condition
Specified for Pervious Areas and Impervious Areas Not Connected to Drains and Type Grass
es
1
Material Trapped
TSS Ibs
17.0654
281.7602
1262.84
Clay Sized Particles Ibs
1.1517
8.1712
85.2279
Settleable Nitrogen Ibs
0.0155
0.1097
1.1455
Settleable Phosphorus Ibs
0.0033
0.0233
0.2434
Active Fraction(clay) Ibs
1.1330
8.0382
83.84
Trapping Efficient . TSS
0.8211
0.1832
0.8211
Material Discharged
TSS Ibs
3.7195
154.6272
275.24
Conc Total Solids m /I
28.6599
119.3092
28.66
Clay Sized Particles Ibs
1.2556
42.3467
92.9129
Settleable Nitrogen Ibs
0.0169
0.5685
1.2473
Settleable Phosphorus Ibs
0.0036
0.1208
0.2650
Active Fraction(clay) Ibs
1.2351
41.6573
91.40
Trapping in Pond - Dry Detention/Stormflow
Pond Specified and Type Detention
No Pond Specified
Total Sediment Trapped Ibs
-----
-----
-----
Clay Sized Particles Ibs
-----
-----
-----
Settleable Nitrogen Ibs
-----
-----
Settleable Phosphorus Ibs
-----
-----
-----
Active Fraction(clay) Ibs
-----
-----
-----
Total Sediment Discharged Ibs
-----
-----
-----
Clay Sized Particles Ibs
-----
-----
-----
Settleable Nitrogen Ibs
-----
-----
-----
Settleable Phosphorus Ibs
-----
-----
-----
Active Fraction(clay) Ibs
-----
-----
-----
Trapping Efficient Total Sed
-----
-----
Trapping Efficient Active Fraction
-----
-----
-----
Trapping in Pond - Wet Detention
No Pond Specified
Total Sediment Trapped Ibs
----
Clay Sized Particles Ibs
----
Settleable Nitrogen Ibs
Settleable Phosphorus Ibs
----
----
Active Fraction(clay) Ibs
----
Tra in Efficient(Total Sed
----
----
Trapping Efficient Active Fraction
Total Sediment Discharged Ibs
----
----
Clay Sized Particles Ibs
----
----
Settleable Nitrogen Ibs
----
----
Settleable Phosphorus Ibs
----
----
Active Fraction(clay) Ibs
----
----
Trapping Efficiency Between Storms for TSS
----
----
Clay Sized Particles Ibs
----
----
Settleable Nitrogen Ibs
----
Settleable Phosphorus Ibs
----
----
Active Fraction (clay) (Ibs)
----
----
IDEAL MODEL Bright's creek Design Riparian Buffer Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright"s Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Pollutant Loading and Trapping
Avg Storm
Annual Storm
Total Annual
Vegetative Filter Strips Specified
Filter Specified forl
Concted Imp. Area and Per. Area
Pond Specified and type pond
No Pond Specified
Dry Detention StormwaterFlow ifWet Detention Specified) & VFS
Nitrogen
Avg Storm
Annual Storm
Total Annual
From Watershed Ibs
0.0751
0.6419
5.55
From Watershed m /I
1.8800
0.9194
1.88
From Filter ifspecified) Ibs
0.0596
0.6419
4.41
From Filter ifspecified) m /I
1.4924
0.4890
0.46
Discharged from Pond ifspecified) Ibs
----
---
Discharged from Pond ifspecified) m /I
----
----
----
Fraction Trapped VFS ifspecified)
0.2062
0.0000
0.21
Fraction Trapped Dry Detention Pond ifspecified)
----
----
----
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.2062
0.0000
0.21
-Phosphorus
From Watershed Ibs
0.0160
1.8876
1.18
From Watershed m /I
0.4000
0.4000
0.40
From Filter ifspecified) Ibs
0.0127
0.2576
0.94
From Filter ifspecified) m /I
0.3177
0.1955
0.10
Discharged from Pond ifspecified) Ibs
----
----
----
Discharged from Pond ifspecified) m /I
----
----
----
Fraction Trapped VFS ifspecified)
0.2058
0.8635
0.21
Fraction Trapped Dry Detention Pond ifspecified)
----
----
----
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.2058
0.8635
0.21
Bacterial Indicator
From Watershed number
2.7181E+09
4.7805E+10
2.0114E+11
From Watershed number/100m1
1.5000E+04
1.5011E+04
15000.00
From Filter ifspecified) Number
2.4547E+09
4.7805E+10
1.8165E+11
From Filter ifspecified) number/100m1
1.3547E+04
8.0019E+03
4167.66
Discharged from Pond ifspecified) number
----
----
Discharged from Pond ifspecified) number/100m1
----
----
----
Fraction Trapped VFS ifspecified)
0.0969
0.0000
0.10
Fraction Trapped Dry Detention Pond ifspecified)
----
----
----
Fraction Trapped Dry Detention Pond + VFS ifspecified)
0.0969
0.0000
0.10
NOTE. CALCULATIONS FOR FILTER STRIPS DO NOT CONSIDER BACTERIAL GROWTH IN DEPOSITED SEDIMENT
OR REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL Bright's creek Design Riparian Buffer Only

IDEAL MODEL OUTPUT
Version 1.6 (8-21-02)
Bright's Creek Golf Course Maintenance Facility
Storm Water Management System Pollutant Removal
Wet Detention
Avg Storm I Annual Storm Total Annual
Pond Specified and type detention (wet/dry)
No Pond S ecified
Sediment
TSS
From Watershed Ibs
3.7195
275.24
Discharged from Pond Ibs
TSS Trapped Ibs
Active Fraction Clay
From Watershed Ibs
1.2351
91.40
Discharged from Pond Ibs
Active Fraction Trapped Ibs
Trapping Efficiency for Active Fraction
—Nitrogen
From Watershed Ibs
0.0596
4.41
Mass Absorbed on Active Phase Ibs
Mass Trapped Ibs
Discharged from Pond Ibs
Average Concentration in Pond Discharge m /1
Trapping Efficient
---
----
Phosphorus
From Watershed Ibs
0.0127
0.94
Mass Absorbed on Active Phase Ibs
----
----
Mass Trapped Ibs
----
Discharged from Pond Ibs
Average Concentration in Pond Discharge (mg/1
---
Trapping Efficient
Bacterial Indicator
From Watershed Number
2.4547E+09
1.8165E+11
Number Trapped During Storm Flow
Number Discharged During Storm Flow Neglecting Permanent Pool
—
---
Absorbed on Active Phase at End of Storm Flow Number
Potential Number Trapped by Settling Between Storms
Potential Number Killed by Natural Mortality Between Storms
----
Potential Number Killed by Light Penetration Between Storms
Total Trapped Between Storms number
Reduction in Number Discharged from Pond During Storm Flow Due t
--
Total Number Trapped number
Total Number Discharged number
Average Concentration in Pond Discharge number/100m1
Trapping Efficiency
NOTE. CALCULATIONS FOR WET DETENTION DO NOT CONSIDER BACTERIAL GROWTH IN DEPOSITED SEDIMENT
OR REMOBILIZATION OF NUTRIENTS FROM DEPOSITED SEDIMENTS OR DECAYING VEGETATION
IDEAL MODEL Brights creek Design Riparian Buffer Only

Michael F. Easley, Governor
A_q G William G. Ross Jr., Secretary
O, North Carolina Department of Environment and Natural Resources
a �
Alan W. Klimek, P.E., Director
Division of Water Quality
June 5, 2006
Michael J.-,Myers, PE, Engineering and Compliance Manager
Heater,11tilities, Inc.
PO 136x(4889
Cary NC 27519-4889
bject: Acknowledgement of Application No. WQ0030347
Bright's Creek Phase 2
Wastewater Collection System Extension
Polk County
Dear Mr. Myers:
FE C:1 E
J U N - 7 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
The Division of Water Quality (Division) acknowledges receipt of your permit application and supporting
materials on May 22, 2006. This application package has been assigned the number listed above and
will be reviewed by Marie Doklovic.
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.
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.
Please see http://h2o.enr.state.nc.us/documents/dwg orgchart.r)df for our new organizational chart.
If you have any questions, please contact Marie Doklovic at 919-733-5083, extension 371, 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.
Sincerely,
AV -
Jeffrey O. Poupart
Supervisor
cc: Asheville -Regional -Office; S'urfac-e-Water P-rotection-Sec-tion- - '
Dale Stewart, PE, LandDesign (223 N Graham St., Charlotte, NC 28202)
Permit Application File WQ0030347
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/peres
NorthCarohna 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Ngtut q /[y Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

W AT �RpG
r
August 4, 2006
Michael J. Myers, Engineering and Compliance Manager
Heater Utilities, Inc.
PO Box 4889
Cary, NC 27519
Dear Mr. Myers:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
AUG 1 6 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFF'CE
Subject: Permit No. WQ0030347
Bright's Creek Phase 2
Pressure Sewer Extension
Polk County
In accordance with your permit application received May 22, 2006, we are forwarding herewith
Permit No. WQ0030347 dated August 4, 2006, to Heater Utilities, 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 4 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, 19.96 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.
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 ADMINISTERED 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://h2o.enr.nc.state.us/peres
NorthCarohna 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
]g�urR//� Telephone [phone] Fax [phone]%recycled/10%post-consumer paper

M. Myers.
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 Marie Doklovic at [phone] extension 371.
Sincerely
Klanflimek,P.E.
t
cc: Polk. County Health Department
Asheville Regional Office, Water Quality Section (Permit WQ0024694) -
Dale Stewart, PE, Landdesign Inc.
SWP Central Files
PERCS (formerly NDPU)-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
HEATER` LITILITIES, INC.
POLK COUNTY
FOR THE
construction and a pressure sewer collection system consisting of 166 semi=positive displacement
simplex grinder pump stations -with on -site audible and visual high water alarms; 3 semi -positive"
displacement duplex grinder pump stations with on -site audible and visual alarms; approximately 14,524
linear feet of 4-inch pressure sewer; 8,609 linear feet of 3-inch pressure sewer; 9,991 linear feet of 2-inch
pressure sewer to serve 166 three -bedroom residential units, five, two -bedroom units an 11 room Inn,
spa room 75 additional, club members and 40 additional golfers as part of Bright's Creek Phase 2, and
the discharge of 68,540 GPD of collected wastewater into the Heater Utilities Bright's Creek's existing
sewerage system,, pursuant to the application, received May 22, 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 partof 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 D200; 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 2H .0227. If, an individual
permit is not required, the following performance criteria ,shall be met as provided in 15A NCAC 2H
..0227;
1

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. 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 Heater Utilities Bright's
Creek Wastewater Treatment Facility -(Non-Discharge Permit No. WQ0024694) 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. WQ0024460) and/or wastewater treatment plant (Permit No. WQ0024694) 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 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.
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.
7

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 .050O. .
12. The Permittee shall provide the following items for the pressure sewer 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) 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 11.
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
(11) 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. 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.
15. 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.
16. 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.
17. The Permittee has identified line segments considered to be high priority due to gravity flow
conditions (downhill lines) or does not immediately have the required velocity. 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 4th day of August, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
( Alan W. Klimek, P. E., Director
K pf Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030347
4

Permit No. WQ0030347
August 4,.2006
System Description: 'a pressure sewer collection system consisting of :166 semi -positive
displacement simplex grinder pump stations with on -site audible and visual
high water alarms; 3 semi -positive displacement duplex grinder pump
stations with on -site audible and visual alarms; approximately.14,524 linear
feet of 4-inch pressure sewer; 8,609 linear feet of 3-inch pressure sewer;
9,991 linear feet of 2-inch pressure sewer
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 resultina 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 (❑ 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
NC 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.

13 R I G HT� S
Permit No. WQ0024460
February 22, 2005
System Description:
`i
a pressure sewer collection system consisting of 310 9-15 GPM pump stations
and visual high water alarms, (303 3 bedroom residences, sales center, golf maintenance office, swim & tennis
club, and 4 on -course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse): approximately 21,510 linear feet of 2-inch pressure sewer; approximately 12,654
linear feet of 3-inch pressure sewer; approximately 19,810 linear feet of 4-inch pressure sewer; and approximately
180 linear feet of 6-inch pressure sewer; and a 2501GPM pump station with duplex pumps and on -site audible and
visual high water alarms, odor control and on -site standby generator with automatic transfer switch and
approximately 6,667 linear feet of 6-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.
ENGINEER'S CERTIFICATION
Partial ❑ Final
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe X periodically, ❑ weekly, ❑ full time) the
construction of the subject project for the Perifnitfee 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 Profe 'onal Engineer's seal, signature, and date;
.- ....................................... ......... - ...... ... ..........
....
aC,ARO
•. SEND THIS FORM & SUPPORTING DOCUMENTATION
r` WITH REQUIRED ATTACHMENTS
c2Q'0
Ffc ` TO THE FOLLOWING ADDRESS
�P £
r04% K MARIE DOKLOVIC, PE
r+ PRETREATMENT, EMERGENCY RESPONSE & COLLECTION SYSTEMS UNIT
1617 MAIL SERVICE CENTER
,.... i _ 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.
r

;i;v� ow
LandDesign®
urban design planning civil engineering landscape architecture
December4, 2006
Mr. Tom Ascenzo
PERCS Unit
512 N. Salisbury St.
Raleigh NC 27604
RE: . Bright's Creek Phase One Low Pressure Sewer System
LDI Project No. 6003050
Permit # WQ 0024460
Dear Mr. Ascenzo,
Enclosed please find one (1 )sets of as built record drawings and a partial certification for the Bright's Creek
Phase 1 Low Pressure Sewer system located in Polk County, North Carolina. The plans were permitted and
approved under Permit # WQ 0024460 by Marie Doklovic, P.E February22 2005. This partial certification is
for the Phase 1 Sewer System including the collection system the intermediate pump station and force main to
the waste water treatment plant. This certification does not include the sewer collection system that serves
Lots 296 thru 303 on Green Road. This portion of the system will be included in the final certification upon
completion of construction and testing.
A number of minor adjustments to the originally submitted plans have been made due to field constraints and
preferences of the owner/operator Heater Utilities. These changes are summarized below. None of the field
changes result in a non compliance situation.
Field Changes
1. The final pump used at the intermediate pump station was an ABS pump AFP 1048 instead of
the originally permitted Flygt pump. This change was due to a preference by the operator of
the system and there familiarity with maintaining ABS pumps. This revised pump still hits the
required operating point on the system .curve.
2. The layout of the intermediate pump station site is slightly different, than that shown in the
permitted plans with the wet well being located furthest from the road and the gas generator
moving closer to the road.
3. The below ground backflow preventer assembly vault at the intermediate pump station was
replaced with an above ground "Hotbox" unit.
If you should have any questions, comments or need any additional information during your review
please call. We appreciate your efforts to expedite permitting of these plans.
Respectfully Submitted,
LANDDESIGN, INC.
Washington DC
Marty Kocot, PE
Charlotte NC
Grove Arcade B
` One Page Avenu , p e:Cc: Heater Utilities
Pinehurst NC
.
Asheville, NC 28801 Dale Stewart, LandDesign -
Asheville NC
Barton Tuck c/o B. Alexander, Bright's Creek
Tampa FL
V: 828.28 I.1447
F. 828.281.1449
Nashville TN.
www.LandDesign.com
Beijing PRC

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
IrOON
**41&644 ❑
Mike Mickey- Winston-Salem Regional Office
❑
Dee Browder- Mooresville Regional Office
❑
Hughie White - Fayetteville Regional Office
❑
Wayne Bryant - Washington Regional Office
❑
Barry Herzberg - Raleigh Regional Office
❑
Charlie Stehman - Wilmington Regional Office
®
'Tu
Roy Davis - Asheville Regional Office
Neklol I Adrian Eaton
919-715-3283
919-715-6229 (FAX)
[e-mail]
Date: Dec 18, 2007
Application Number: WQ0024460 modification County: polk
Applicant: Heater Utilities
Project Name: Bright's Creek Phase 2A
Project Type: Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main ❑ Vacuum Sewer ❑
Gravity Sewer ❑ Express Permit ❑
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: Bright's creek WWTF Receiving Facility Permit: WQ0024694
Flow Volume (GPD): 2,520 Engineer: Dale Stewert
SOC Project? ❑ YES ® NO
SEPA Project ❑ YES ® NO FONSI Issued? ❑ YES ® NO
Pretreatment Program? ❑ YES ® NO Other Issues:
.................................... 0 0 & * 0 0 0 0** 0 0 0& 0 0 0 0 0 0 0* 0 0 0 0 0 0 00
WWTP Approval: RYES ❑ NO
Disp. Method (Spray, Drip, etc.) Approval: X
YES El NO ❑N/A
c,tJ CLo b �,� C0 014 �4-n, ©o o P d; v, o o
Comments: c) v A,
Regional Office Signature: 2� Sao oD�te: Azt - N L. Ik 91 C33 O 1
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

PROCEDURE 4 REQUEST FORM
DIVISION OF WATER QUALITY
PERCS UNIT
TO FROM ❑
Mike Mickey- Winston-Salem Regional Office Date: Dec 18, 2007
❑
Dee Browder- Mooresville Regional Office
❑
Hughie White - Fayetteville Regional Office
❑
Wayne Bryant - Washington Regional Office
❑
Barry Herzberg - Raleigh Regional Office
❑
Charlie Stehman - Wilmington Regional Office
®
Roy Davis - Asheville Regional Office
TO FROM Adrian Eaton —
919-715-3283
919-715-6229
(FAX)
[e-mail]
Application Number:
WQ0024460 modification County: polk
Applicant:
Heater Utilities
Project Name:
Bright's Creek Phase 2A
Project Type:
Fast -Track ❑ Pressure Sewer ® Name Change El Change of Ownership ❑
Pump Station/Force Main ❑ Vacuum Sewer ❑
Gravity Sewer ❑ Express Permit ❑
Flow Type:
DOM ® COM ❑ IND ❑
Receiving Facility:
Bright's creek WWTF Receiving Facility Permit: WQ0024694
Flow Volume (GPD):
2,520 Engineer: Dale Stewert
SOC Project?
❑ YES ® NO
SEPA Project
❑ YES ® NO FONSI Issued? ❑ YES ® NO
Pretreatment Program?
❑ YES ® NO Other Issues:
WWTP Approval: RYES ❑ NO
Disp. Method (S�, Drip, etc.) Approval: RYES ❑ NO ❑N/A
Comments:W40d7,%446o is �r {�9,03b KPD Please I-, 1S ;Z5 GPb "
119 o3 d B,C, cu��e�f/y h,,5 Q 60,000 4Pib bulvZP r,)sletll,-�
Regional Office Signature: Date: 12 W Q p o R y ( �{ S
2, y01©00 6PD ,
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT

Re: P4
Subject: Re: P4
From: Adrian Eaton <[e-mail]>
Date: Mon, 07 Jan 2008 11:00:40 -0500
To: Roy Davis <[e-mail]>
This application is for phase 2A. The original application was for phase 1 with the
discharge of 119,030 GPD. I think this is in addition to.
Roy Davis wrote:
IAdrian: Is the proposal to add a flow of 2,520 gpd to that volume already
authorized by WQ0024460? Roy
Adrian Eaton wrote:
9 Roy
Attached is a P4 form your review.
Thanks
A
Have a great Holiday
Roy Davis - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Water Quality Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
1 of 1 1/7/2008 11:06 AM

MATERIALS AND PERFORMANCE SPECIFICATI
PRESSURE SEINER SYSTEM
TO SERVE
BRIGHT' S CREEK
Phase One
Owner:
Heater Utilities, Inc.
P.O. Box 4889
Cary, North Carolina
27519
Project:
Bright's Creek Golf Course
Polk County, North Carolina
Prepared By:
LandDesign Inc.
38 Garfield Street, Suite C
Asheville, North Carolina 28803
k
RECEWED
NOV 21 2006
Asheville Regional Office
Aquifer Prot,-(-tin,o
SEAL
1764
'�'IQ '•�.NGINE �'GO`..
111ow `
urban design planning civil engineering landscape architecture

11
MATERIALS AND PERFORMANCE SPECIFICATIONS
PRESSURE SEWER SYSTEM
TO SERVE
BRIGHT' S CREEK
Phase One
Owner:
Heater Utilities, Inc.
P.O. Box 4889
Cary, North Carolina
27519
Project:
Bright's Creek Golf Course
Polk County, North Carolina
Prepared By:
LandDesign Inc.
38 Garfield Street, Suite C
Asheville, North Carolina 28803
ES S i o'Lla'�'
SEAL
17640 =
''' �• 'FNGINEEfy.'•Q���
U
� I�b
1

TABLE OF CONTENTS
INTRODUCTION
A. Background
B. Scope
C. Description
D. Design Process
E. Conclusions / Summary
VICINITY MAP
SPECIAL PROVISIONS
MATERIALS SPECIFICATIONS
SECTION — I PIPE SYSTEM —
LOW PRESSURE SEWER and
PUMP STATION FORCE MAIN
SECTION — II LOW PRESSURE SEWER
GRINDER PUMP & CONTROLS
A. Simplex Residential Pump Stations
B. Triplex Pump Station at Clubhouse
SECTION — III LOW PRESSURE SEWER SERVICE LATERAL KIT
SECTION — IV INTERMEDIATE PUMP STATION
C. Pump Details
D. Pump Controls
E. Odor Control
F. Emergency Generator
APPENDIX.
Low Pressure Sewer Application
Watershed Classification Attachment- WSCA 1099
Water Quality 401 Certification
Erosion Control Permits
Bright's Creek Treatment Plant Application
Rutherford EMC Outage and Reliability Report
GA60030501Docs%Sewer Sp—%TOC.doc LANDOESIGN INC.

PLANS (bound separatel
1.
Cover Sheet
CVR
2.
Master Plan. (Future)
SSMP
3.
Overall Phase One Plan
SS0
4.
200 Scale Site Plans
SS1-SS3
5.
Residential Pressure Sewer Details
D1
6.
Low Pressure Sewer Details
D2
7.
Intermediate Pump Station Details
D3-D4
8.
Simplex Pump Elevations
D5
9.
Electrical Plans and Details
ES1
10.
Pump Control Schematic
ES2
11.
Emergency Generator Detail/Specs
ES3
12.
Force Main Profile
SP1-SP3
13.
Low Pressure Sewer Profiles
SP4-SP27
GA60030500oc ASmer Specs%TOC.doc LANDDESIGN INC.

INTRODUCTION

6003050
A.
L
INTRODUCTION
BACKGROUND
The parcel of land under consideration for the installation of the low-pressure
sewer system is the proposed Bright's Creek Golf Club and Subdivision. Bright's
Creek is a golf -course community located in Polk County. The overall project is
4,354 acres and consists of several phases. Access to the site is via Palmer
Road State Route #1155 (see attached map). The site has a variety of natural
features and terrain ranging from steeply wooded areas to rolling meadows and
orchards all accessible by existing logging roads which traverse throughout the
site. The site contains various creeks and tributaries that serve as the
headwaters of the Bright's Creek watershed.
SCOPE
The purpose of this section is to provide detailed design calculations to support
sizing of pumps for the 303 residential lots and associated golf course
infrastructure in Phase One and establish design flows for each pressure main
segment (zone). It is proposed to design and construct all of the low-pressure
facilities and intermediate pump station to collect the waste water and transport it
to the on -site waste water treatment plant.
DESCRIPTION OF PRESSURE SEWER SYSTEM
The following represents requirements for the pressure sewer systems proposed
for the Bright's Creek Subdivision and Bright's Creek Golf Course.
Each individual residential lot, the real estate sales center, golf
maintenance office and the swim and tennis facility will be served by
pressure sewer and identical simplex pump stations Gatorgrinder/AMGP
by eOne. The pumps will be located in a prefabricated 658 gallon
fiberglass pump vault located outside of the 100 year flood zone.
2. Responsibility for ownership, operation and maintenance of the grinder
pump, basin, control panel, and the discharge main from the unit to the
street right-of-way will be by Heater Utilities, Inc., who will own and
operate the system.
3. Heater Utilities, Inc. will have a repair and maintenance contract with a
local licensed plumber on call 24 hours a day, seven days a week. The 24
hour call number for service and repair will be clearly posted on all pump
stations control panels. All home owners will also be given a booklet
outlining the system and what to do in the event that the alarm sounds.
G:\6003050\Docs\Sewer SpecsUntroduction.doc - 1 -

6003050
4. Response time to replace a failed pump is estimated to be as follows:
Home Owner calls number on control panel
Contractor assemble and preparation time = 45 minutes
Drive time to site = 30 minutes
Pick up pump at wastewater treatment facility
and change out at call location = 45 minutes
Total response time for pump replacement = 2 hours
The maintenance facility is required to have a back up supply of pumps
equal to 10% of the installed units. A total of 30 spare Gatorgrinder
pumps will be required to be on hand at the final build out of phase 1. The
pumps are also available within 24 hours from the manufacturer.
5. Each residential pump basin will provide 476 gallons of emergency
storage above the "pump on" elevation with 6" of freeboard. (Single family
residences generate 360 gpd), the wastewater flow during a 2 hour
response time is estimated to be 52 gallons. The power provider,
Rutherford EMC, has provided their most current annual outage and
reliability report for the 5 year period, 1997-2001, which indicates an
average annual outage of 1.5 hours per customer per year. (See
Appendix)
6. The design of the pressure sewer system is accompanied by detail
design calculations supporting sizing of pumps and mains providing
number of lots and design flow for each segment of pipe;
7. Pressure sewer plans in form and content conform to NCDENR
requirements. Plans have been prepared as 1"=200' plan sheets, and
separate profile sheets at scales of horizontal 1 "=100' and vertical 1 "=10'.
8. The. pressure sewer system layout for Bright's Creek is shown on the
plans depicting: clean -outs for flushing, valves for isolating line segments,
air/vacuum release valves, individual cut-off valves at the street right-of-
way for each service lateral, and other construction details as necessary.
Pipe material is HDPE DR11 and all mains are minimum bury of three (3)
feet;
9. The location of all pressure sewer mains will be uniformly two (2) feet off
the edge of pavement within a 6' roadway shoulder as applicable to
facilitate ease of location for maintenance. The water main will be
installed in the opposite roadway shoulder. All pressure sewer mains will
be installed with green plastic locator tape to differentiate the pressure
sewer mains from water mains. The tape shall be Type III Detectable
marking tape by Lineguard, Inc.
10. All low pressure sewer mains outside of the road right-of-way shall have a
20' easement. All residential lots shall have a 10' utility easement along
the side property lines. Heater Utilities will also have an access easement
to gain access for service and maintenance of the pump stations and
alarm panels.
GA6003050\Docs\Sewer SpecsUntroduction.doc -2-

6003050
11. The Sales Center will be served by a simplex pump station identical to
those used at the residential lots. The daily flow of 300gpd will be less
than that generated by a single family residence (360gpd). In the event of
a power outage at this office, the sales center would be closed.
12. The swim and tennis center will be served by a simplex pump identical to
those used at the residential lots but with the 6' diameter 108" high basin.
The daily flow of 1500gpd equates to a peak flow of 3.9gpm
(1 500gpm/1 6hrs/60mins x 2.5 peaking factor = 3.9gpm). The gatorgrinder
simplex pump can discharge at a rate of 13gpm so will be very capable of
handling the maximum flow condition. In the event of a power outage at
this facility, the center would be closed. However, we will still be providing
the required 24hour emergency storage (1500 gallons) above the pump
on elevation.
13. The clubhouse will be served by a triplex gatorgrinder pump station and
will have back up power provided by a portable dedicated generator. The
wet well will also have 1071 gallons of storage above the lead/lag pump
on elevation.
Clubhouse Phase 1 = 7500gpd
Avg. flow = 7.81 gpm (7500gal/16hrs/60mins)
Emergency storage above pump on=1071gal
The dedicated standby generator will be a Tsurumi TPG-7000 DXE .The
clubhouse will be operating on a very limited service during a power
outage and therefore it would not be necessary to run two pumps from
this generator to handle a peak flow.
14. The Golf maintenance office will be served by a simplex pump station
identical to those used at the residential lots. The office will include a
shower, kitchen and restroom facilities for the groundskeepers. The daily
flow of will not exceed the that as generated by a single family residence
(360gpd).
15. There will be two restrooms on the golf course, each will be served by a
simplex pump station.
16. A number of of lines which will be installed within Phase 1 of the Brights
Creek subdivision will be also carry sewer flows from future phases.
Since the pressure sewer is designed to carry these future flows a
number of lines may experience velocities below 2ft/sec when carrying
only phase 1 flow. These lines will be designated as high priority lines.
And will be inspected and flushed if required at least every 6 months.
Flushing connections have been installed on these high priority lines and
on the high side of sections of pipe which run at a gradual slope or have
high points.
G:\6003050\Docs\Sewer Specs\Introduction.doc - 3 -

6003050
These specifications are submitted as minimum criteria to establish a uniform
standard of pressure sewer design. The standards are not intended to restrict the
addition of other requirements appropriate to insure the high quality of design
and construction typical of the said System.
D. DESIGN PROCESS
The first step in designing a low pressure system is to make a layout of the
project. A main line should be established. This is usually a continuous line
starting from the discharge point to the furthest point in the system. The next
step is to establish the branch lines, sub -branch lines, and junction points.
Once the layout and notation are complete, the next step is to complete the
r� computer data sheet. Note the information that is required for the upstream
station of junction point (laterals and nodes), elevation of junction points, critical
elevation (elevation of the grinder pump elevation and highpoints along the
route), and pipe diameter.
Once the data in the computer worksheets is complete and loaded into the
program, the design peak and simulated conditions can be run. Simulated
conditions estimate the expected number of pumps on at any one time (operating
simultaneously) and expected peak flow rates.
From the computer worksheet disk there is detailed information on the system.
The velocity in each line segment is shown. Any of the parameters can be
modified such as the C factor, pipe diameter, etc. Pipe size may have to be
altered to maintain a balance between total head and velocity. Velocity is very
important to carry the solids and also prevent the build-up of deposits. High
velocities also help to remove entrapped air.
E. CONCLUSION / SUMMARY
The design of the low-pressure sewer system was designed to accommodate low
flows and high heads typical of the Bright's Creek community: The selection of
the Environment One Gatorgrinder pump allows for the identical pump to be. used
throughout the project for ease of maintenance. The addition of pump basins at
each residence allows for the economical collection and treatment of waste in
areas of challenging topography. Homeowners at Bright's Creek will be educated
as to the maintenance operations of the low-pressure sewer system and how to
flush the system prior to leaving for extended periods.
The data and computer reports generated demonstrate that the low pressure
sewer system operates satisfactorily under a variety of combinations. The
velocity present in all the zone lines is adequate under worst case conditions.
The system should work well.
G:\6003050\Docs\Sewer SpecsUntroduction.doc 4 -

VICINITY MAP

VICINITY MAP was

--_. _—__ — _ _ ---d— Li — 'a — — — — — —
. . ` ' . .— ` '�`~ ` , ` ~ --

SPECIAL PROVISIONS

SP-1
6003050
SPECIAL PROVISIONS
The Contractor shall comply with all local, State, and Federal regulations and the following
requirements:
1. All work within NCDOT rights of way shall be in accordance with applicable NCDOT
regulations and the official encroachment agreement.
2. The Contractor shall comply with the approved Erosion Control Plan and the NC
Sedimentation Pollution Control Act.
3. Prior to installation, the Contractor shall submit shop drawings on all equipment to be
provided.
4. The Low pressure sewer individual grinder pumps shall be Environment One®
Gatorgrinder Simplex pumps, purchased by individual home builders. Installed and
maintained by Heater Utilities, Inc.
5. All lines shall be fully tested per the specifications.
6. All service laterals, and valves shall be installed by LPSS contractor and be clearly
marked with 4" x 4" treated wood posts.
7. All materials and workmanship shall be guaranteed and such guarantee transferable to
the System Client/ Operator for a period of one year from acceptance by the Engineer
and Final Certification to the State.
GA60030600ocs\Sewer Do=\Special Pmvisions.doc LANDDESIGN INC.

MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION I — PIPE SYSTEM
LOW PRESSURE SEWER and PUMP STATION FORCE MAIN

MS-PIPE-1
6003050
MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION I —PIPE SYSTEM
MATERIAL AND INSTALLATION SPECIFICATIONS FOR LOW PRESSURE SANITARY
SEWER AND PUMP STATION FORCE MAIN
All materials, apparatus, supplies methods of manufacture or construction shall conform to
the applicable specifications contained in this Section. National material standards (ASTM,
ASNI, etc.) referred to herein shall be considered to be the -latest revisions only.
The Engineer may waive certain requirements of these materials and installation
specifications, provided that the Contractor requests such waiver in writing and provided that
the function of the material is not impaired. The Contractor may request to substitute for a
material that has been specified. The Engineer, in writing only, may accept or reject such
request.
1. PIPING: All pressure sewer piping shall be ductile iron, or HDPE Drisoplex 4200 DR
11.0, PVC as specified below. All pressure sewer force main within street or highway
rights of way shall be clearly identified with green plastic locator tape made specifically
for that purpose. The tape shall be marked with black lettering clearly identifying the
pipeline as sanitary sewer. The tape shall be Type III Detectable Marking Tape as
manufactured by Lineguard, Inc., or approved equal.
a. HDPE Pressure Sewer: Unless amended on the Construction Drawings, all two,
three- and four -inch pressure sewer may be HDPE Driscoplex 4200 DR 11.0 .
Whenever a 4-inch or larger HDPE pressure sewer crosses over or within 1.5
feet below a water main, the HDPE pipe shall be replaced with ductile iron pipe
as specified above. For lines smaller than three inches, the HDPE pipe may be
installed within a length of 3-inch or 4-inch ductile iron pipe. The ductile iron pipe
shall extend not less than 10 feet on each side of the water main.
b. Ductile Iron Pressure Sewer: All ductile iron pipe furnished shall be Pressure
Class 350, conforming to the requirements of ANSI/AWWA C-151/A21.51 and
shall have a cement mortar lining in accordance with AWWA C-104. DIP and
shall be furnished with push -on joints in accordance with AWWA C-111.
2. FITTINGS: 'All fittings for pipes four -inch and larger shall be ductile iron or cast iron.
All fittings for pipes smaller than 4-inch shall be solvent weld PVC.
a. Cast Iron and Ductile Iron Fittings: All cast iron or ductile iron fittings shall be
pressure Class 250, mechanical joint fittings, in accordance with AWWA C-110
or pressure class 350 compact fittings in accordance with AWWA C-153. All
fittings shall be furnished bell and bell unless otherwise indicated on the
drawings. All fittings shall have a cement mortar lining of standard thickness in
accordance with AWWA C-104.
GA60030500am%Se er Dou1NIS Pipe I.doc LANDDESIGN. INC.

MS-PIPE-2
6003050
b. PVC Fittings: PVC fittings for pressure sewer mains shall be Schedule 80
fittings furnished in accordance with ASTM D-2467 with solvent weld joints
installed according to ASTM D-2855.
3. VALVES: All valves on pressure sewer mains shall be plug valves as specified below.
Valve operation shall be open left.
a. Plug Valves: All valves on pressure sewer mains shall be eccentric plug valves
as follows.
1) Plug valves shall be non -lubricated, with a plug facing of a material
specifically recommended by the valve manufacturer for the indicated
service and shall have stainless steel permanently lubricated upper and
lower plug stem bearings. Valve seats shall be nickel. Valves shall be
designed with adjustable seals which are replaceable without removing the
= bonnet. The bearing and seal area shall be protected with grit seals.
Area of port opening for all valves shall be no less than 81 % of full pipe
area.
12-inch and smaller valves shall be rated at 175 psi.
Plug valves shall be as manufactured by Dezurik Corporation, Milliken
Valve Co., Keystone Valve, or approved equal.
a) Buried valves four inches and larger and other valves specifically
indicated shall have mechanical joint ends conforming to ANSI A21.11.
b) Buried valves three inches and smaller shall have Schedule 80
threaded ends and shall be connected to the pressure main by
Schedule 80 PVC threaded by socket adapters.
2) Buried plug valves shall have 2-inch operating nuts within 10 inches to 15
inches below finish grade.
3) Extension stems, stem guides, operating levers, and other miscellaneous
items required for a complete installation shall be provided in accordance
with the requirements and recommendations of the manufacturer.
4) Buried plug valves shall be provided with adjustable valve boxes. Valve
boxes shall be cast iron conforming to ASTM A-48, Class 30. Valve box
castings shall be fully bituminous seal coated. Valve box shall be Tyler
462A or equal.
b. Lateral services shall be 1-1/4" SDR 11 HDPE w/ Arch Pattern curb box kits as
manufactured by Environment -One® with glass filled PVC check valves and
extension type curb box with Lid assembly with pentagon head plug, labeled
"sewer".
C. Air/Vac release valves shall be 2" Crispin as shown in drawing details. Air/Vac
release valves shall be located at the force main high points within the region
G:%60030501Do kSewer Specs\MS Pipe I.doc LANDDESIGN, INC.

MS-PIPE-3
6003050
shown on the plans or as directed by the engineer. The air release vales shall be
installed in a valve vault.
4. CLEAN OUT BOXES AND LIDS: All clean -outs shall be placed in an appropriately
sized box, in accordance with the Standard Details, and shall be as manufactured by
Brooks Products Company (36 Series) or approved equal.
Concrete boxes shall be made of concrete mix, 1-2-1, one part cement, two parts
granite screenings, and one 3/8" granite stone. The meter boxes shall be concrete
machine made and tamped with pneumatic tamps to ensure the proper density. All
concrete items shall be steam cured 24 hours and yard cured for two weeks.
Plastic lids shall be furnished with "snap lock" tabs, and imprinted with the words
"Pressure Sewer" on the lid.
5. INSTALLATION OF PVC PRESSURE PIPE: PVC pressure sewer main shall be
installed substantially in accordance with the Standard Recommended Practices for
UNDERGROUND INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE,
ASTM D-2321. The following exceptions shall be taken to the Standard:
a. Installing Valves and Fittings: Valves and fittings shall be installed in the
manner specified for cleaning, laying and jointing pipe. Valves shall be installed
at locations shown on the Plans and/or as directed by the Engineer.
1) VALVE BOXES: A valve box shall be installed at every buried plug valve.
The valve box shall not transmit shock or stress to the valve and shall be
centered and plumb over the operating nut, with the box cover flush with
'the pavement or other existing surface. Where the box is not in pavement,
the top section shall be anchored by an 18" x 18" x 6" concrete pad, or an
approved pre -cast concrete pad, set flush with the existing terrain. The top
section will be grouted into the pre -cast concrete pad. The location of the
valve shall be marked and protected by the installation of a 4" x 4" treated
post.
b. Alignment and Grade: The street must be graded according to approved
grading plans (BY OTHERS) for the entire street right of way, the pressure sewer
staked three feet behind the proposed edge of pavement with 90-degree offset
stakes every 50 feet, and "cut sheets" provided showing the vertical distance
between each offset stake and the trench bottom point. Such staking shall be
done only by a surveyor registered in the State of North Carolina. The pressure
sewer shall be laid and maintained at the required lines and grades with fittings
and valves at the required locations, spigots centered in bells, and all valve
stems plumb. The area between street right of way line graded smooth and to
finished grade before the pressure sewer mains are installed. The pressure
sewer mains shall be installed on the opposite side of the road from the water
main and three feet behind the edge of pavement except as shown on the
approved Plans or as directed by the Engineer.
G100030500\Se er SpecslMS Pipe I.doc IANDDESIGN, INC.

MS-PIPE-4
6003050
Depth of Pipe Installation: Unless otherwise indicated on the Plans, or required'
by existing utility location, all pipes shall be installed with the top of the pipe at
least three (3.0) feet below finished grade. The Contractor is instructed to check
Construction Plans and blow-up views for additional requirements.
The Contractor may be required to vary the depth of the pipe to achieve
minimum clearance from existing utilities while maintaining the minimum cover
specified whether or not the existing pipelines, conduits, cables, mains, etc., are
shown on the Plans.
C. Testing:
The test pressure will be 100 PSI at the low point of the section under test.
The test duration shall be a minimum of 2 hours.
The allowable leakage infiltration rate shall be limited to 10 gallons per day per
inch of pipe diameter per mile of pipe.
During the last stages of the test and without any reduction in pressure
progressing from the end opposite the test pump, each mainline valve will be
closed and pressure released to determine if the valve is holding pressure
(minimum 10 minutes per valve closing).
d. 1.25" Service Connections: Service laterals will be "hot tapped" to the main
sewerline. Lateral kits shall be 1-1/4" SDR 11 HDPE w/ Arch Pattern curb box
kits as manufactured by Environment -One® with glass filled PVC check valves
and extension type curb box with Lid assembly with pentagon head plug, labeled
"sewer".
The service connection shall contain the following fittings in accordance with the
Standard Details: saddle tap, corporation stop, compression adapters, reducing
coupling, curb stop, glass filled PVC check valve, adapter coupling, compression
adapter fitting, compression adapter fitting tot_-1/4 MPT.
GA6003050\Dow1Se r Spem\MS Pipe Woc LANDDESIGN, INC.

DR15CdPiEx_
www.driscoplex.com
Model Specification 508
DRISCOPLEXT" 4200 and DRISCOPLEX'm 4300
Piping for Sanitary Sewer Force Mains
The user may choose to adopt part or all of this Model Specification; however, the user should
ensure that all parts used are appropriate for the user's purpose. See notice below.
General Terms and Conditions
1.1 Scope. This specification covers requirements for DriscoPlex' 4200 and DriscoPlex'
4300 PE 3408 high -density polyethylene piping for sanitary sewer force mains. All
work shall be performed in accordance with these specifications.
1.2 Engineered and Approved Plans. Sanitary sewer force main construction shall be
performed in accordance with engineered construction plans for the work prepared
under the direction of a Professional Engineer.
1.3 Referenced Standards. Where all -or part of a Federal, ASTM, ANSI, AWWA, etc.,
standard specification is incorporated by reference in these Specifications, the
reference standard shall be the latest edition and revision.
1.4 Licenses and Permits. A licensed and bonded General Contractor shall perform all
sanitary sewer force main construction work. The Contractor shall secure all necessary
permits before commencing construction.
1.5 Inspections. All work shall be inspected by an Authorized Representative of the Owner
who shall have the authority to halt construction if, in his opinion, these specifications or
standard construction practices are not being followed. Whenever any portion of these
specifications is violated, the Project Engineer or his Authorized Representative, shall,
by written notice, order further construction to cease until all deficiencies are corrected.
A copy of the order shall be filed with the Contractor's license application for future
review. If the deficiencies are not corrected, performance shall be required of the
Contractor's surety.
2 Polyethylene Pipe and Fittings
2.1 Qualification of Manufacturers. The Manufacturer shall have manufacturing and quality
assurance facilities capable of producing and assuring the quality of the pipe and
fittings required by.these Specifications. The Manufacturer's production facilities shall
be open for inspection by the Owner or his Authorized Representative. The Project
Engineer shall approve qualified Manufacturers.
2.2 Approved Manufacturers. Manufacturers that are qualified and approved by the Project
Engineer are listed below. Products from unapproved manufacturers are prohibited.
Performance Pipe, a division of Chevron Phillips Chemical Company, LP
NOTICE. This publication is intended for use as a guide to support the designer of piping systems, but it should not be
used in place of the advice of a professional engineer. Performance Pipe has made every reasonable effort to ensure the
accuracy of this publication, but it may not provide all necessary information, particularly with respect to special or
unusual applications. This publication may be changed from time to time without notice. Contact Performance Pipe to
determine if you have the most current edition.
Bulletin: PP 508 Sept. 2002 Supercedes all previous publications
Page 1 of 5 m 2002 Chevron Phillips Chemical Company LP

2.3 Materials. Materials used for the manufacture of polyethylene pipe and fittings shall be
PE 3408 high density polyethylene meeting cell classification 345464C for black or
345464E for stripes per ASTM D 3350; and shall be Listed in the name of the pipe and
fitting Manufacturer in PPI (Plastics Pipe Institute) TR-4, Recommended Hydrostatic
Strengths and Design Stresses for Thermoplastic Pipe and Fittings Compounds, with a
standard grade HDB rating of 1600 psi at 73°F. The Manufacturer shall certify that the
materials used to manufacture pipe and fittings meet these requirements.
2.4 Interchangeability of Pipe and Fittings. The same Qualified and Approved
Manufacturer shall produce polyethylene pipe and fittings. Products made by sub-
contractors or Manufacturer's distributors are not acceptable.
2.5 Polyethylene Pipe. Polyethylene pipe shall be manufactured in accordance with
AWWA C901-96 for sizes 1-1/4" thru 3" IPS diameters and to the requirements of
ASTM D3035. Pipe 4" IPS and DIPS 4" and above shall be manufactured to the
requirements of ASTM F714 and AWWA C906-99 (IPS). Each production lot of
material or pipe shall be tested for melt index, density and % carbon. Each production
lot of pipe shall be tested for dimensions and ring tensile strength.
2.6 Service Identification Stripes. Permanent identification of the piping service shall be
provided by co -extruding color stripes into the pipe outside surface. The striping
material shall be the same material as the pipe material except for color. Stripes
printed on the pipe outside surface shall not be acceptable. IPS sized pipes shall have
four equally spaced, longitudinal color stripes. DIPS sized pipes shall have three
equally spaced pairs of longitudinal, color stripes. The stripe color shall be green.
2.7 Polyethylene Fittings & Custom Fabrications. Polyethylene fittings and custom
fabrications shall be molded or fabricated by the Approved Pipe Manufacturer. All
fittings and custom fabrications shall be pressure rated for the same internal pressure
rating as the mating pipe. Reduced pressure -rated (de -rated) fabricated fittings are
prohibited.
2.8 Molded Fittings. Molded fittings shall be manufactured in accordance with ASTM D
3261and shall be so marked.
2.8.1 X-Ray Inspection. The Manufacturer shall submit samples from each molded fittings
production lot to x-ray inspection.
2.9 Fabricated Fittings. Fabricated fittings shall be made by heat fusion joining specially
machined shapes cut from pipe, polyethylene sheet stock, or molded fittings.
Fabricated fittings shall be rated for internal pressure service at least equal to the full
service pressure rating of the mating pipe.
2.10 Polyethylene Flange Adapters. Flange adapters shall be made with sufficient through -
bore length to be clamped in a butt fusion joining machine without the use of a stub -end
.holder. The sealing surface of the flange adapter shall be machined with a series of
small v-shaped grooves (serrations) to promote gasketless sealing, or restrain the
gasket against blowout.
2.11 Back-up Rings & Flange Bolts. Flange adapters shall be fitted with back-up rings
pressure rated equal to or greater than the mating pipe. The back-up ring bore shall be
chamfered or radiused to provide clearance to the flange adapter radius. Flange bolts
and nuts shall be Grade 2 or higher.
Bulletin: PP 508 Sept. 2002 Supercedes all previous publications
Page 2 of 5 0 2002 Chevron Phillips Chemical Company LP

DRISCO
www.driscoplex.com
2.12 . MJ Adapters. MJ Adapters 4" thru 16 may be provided with optional Stainless Steel
Stiffener upon request. MJ Adapters 14" and above shall be provided with Heavy Duty
Back-up Ring Kits. All MJ adapters above 16" must be provided with Stainless Steel
stiffeners.
2.13 Compliance Tests. Manufacturer's inspection and testing of the materials. In case of
conflict with Manufacturer's certifications, the Contractor, Project Engineer, or Owner
may request retesting by the Manufacturer or have retests performed by. an outside
testing service. , All retesting shall be at the requestor's expense, and shall be
performed in accordance with the Specifications. -
3 Joininq
3.1 Heat Fusion Joining. Joints between plain end pipes and fittings shall be made by butt
fusion. Joints between the main and saddle branch fittings shall be made using saddle
fusion. The butt fusion and saddle fusion procedures used shall be procedures that are
recommended by the pipe and fitting Manufacturer. The Contractor shall ensure that
persons making heat fusion joints have received training in the Manufacturers
recommended procedure. The Contractor shall maintain records of trained personnel,
and shall certify that training was received not more than 12 months before
commencing construction. External and internal beads shall not be removed.
3.1.1 Butt Fusion of Unlike Wall Thickness. Butt fusion -shall be performed between pipe
ends, or pipe ends and fitting outlets that have the same outside diameter and are not
different in wall thickness by more than one Standard DR, for example, SDR 13.5 to
SDR 17g or SDR 11 to SDR 13.5. Transitions between unlike wall thickness greater
than one SDR shall be made with a transition nipple (a short length of the heavier wall
pipe with one end machined to the lighter wall) or by mechanical means or
electrofusion. SDR's for polyethylene pipe are 7.3, 9, 11, 13.5, 17, 21, 26, 32.5 and 41.
3.1.2 Heat Fusion Training Assistance. Upon request and at the requestor's expense,
training personnel from the Manufacturer or his Representative shall be made
available.
3.2 Joining by Other Means. Polyethylene pipe and fittings may be joined together or to
other materials by means of (a) flanged connections (flange adapters and back-up
rings), (b) mechanical couplings designed for joining polyethylene pipe or for joining
polyethylene pipe to another material, (c) MJ Adapters or (d) electrofusion. When.
joining by other means, the installation instructions of the joining device manufacturer
shall be observed.
3.2.1 ID Stiffener and Restraint. A stiffener shall be installed in the bore of the polyethylene
pipe when an OD compression mechanical coupling is used and when connecting plain
end PE pipe to a mechanical joint pipe, fitting or appurtenance. External clamp and tie
rod restraint -shall be installed where PE pipe is connected to the socket of a
mechanical joint pipe, fitting or appurtenance except where an MJ Adapter is used.
3.3 Branch Connections. Branch connections to the main shall be made with saddle
fittings or tees. Polyethylene saddle fittings shall be saddle fused to the main pipe per
3.1.
Bulletin: PP 508 Sept. 2002 Supercedes all previous publications
Page 3 of 5 0 2002 Chevron Phillips Chemical Company LP

4 Installation
4.1 General. When delivered, a receiving inspection shall be performed and any shipping
damage shall be reported to the Manufacturer within 7 days. Installation shall be in
accordance with ASTM D 2774, Manufacturer's recommendations and this
specification. All necessary precautions shall be taken to ensure a safe working
environment in accordance with all applicable safety codes and standards.
4.2 Excavation. Trench excavations shall conform to the plans and drawings, as
authorized in writing by the Project Engineer or his Approved Representative, and in
accordance with all applicable codes. The Contractor shall remove excess
groundwater. Where necessary, trench walls shall be shored or reinforced, and all
necessary precautions shall be taken to ensure a safe working environment.
4.3 Large Diameter Fabricated Fittings. One plain -end connection of 16" IPS and larger
fabricated directional fittings (elbows, tees, etc.) shall be butt fused to the end of a pipe
length. The remaining fitting connections shall be made in the trench using butt fusion,
flange or other connection means in accordance with 3.2. Flange and other
mechanical connections shall be assembled, and tightened in accordance with the
connection manufacturer's instructions and 4.4. Handling, lifting, moving or lowering a
16" IPS or larger fabricated fitting that is connected to more than one pipe length is
prohibited. The installing contractor at his expense shall correct fitting damage caused
by such improper handling.
4.4 Mechanical Joint & Flange Installation. Mechanical joint and flange connections shall
be installed in accordance with the Manufacturer's recommended procedure. MJ
Adapters and flanges shall be centered and aligned to the mating component before
assembling and tightening bolts. In no case shall MJ gland or flange bolts be used to
draw the connection into alignment. Bolt threads shall_ be lubricated, and flat washers
should be used under the nuts. Bolts shall be evenly tightened according to the
tightening pattern and torque step recommendations of the Manufacturer. At least 1
hour after initial assembly, flange connections shall be re -tightened following the
tightening pattern and torque step recommendations of the Manufacturer. The final
tightening torque shall be as recommended by the Manufacturer.
4.5 'Foundation & Bedding. Pipe shall be laid on grade and on a stable foundation.
Unstable trench bottom soils shall be removed, and a 6" foundation or bedding of
compacted granular material shall be installed to pipe bottom grade. Excess
groundwater shall be removed from the trench before laying the foundation or bedding
for the pipe. A trench cut in rock or stony soil shall be excavated to 6" below pipe
bottom grade, and brought back to grade with compacted granular bedding. All ledge
rock, boulders and large stones shall be removed.
4.6 Pipe Handling. When lifting with slings, only wide fabric choker slings capable of safely
carrying the load shall be used to lift, move, or lower pipe and fittings. Wire rope and
chain are prohibited. Slings shall be of sufficient capacity for the load, and shall be
inspected before use. Worn or damaged equipment shall not be used.
4.7 Backfilling. Embedment material soil type and particle size shall be in accordance with
ASTM D 2774. Embedment shall be placed and compacted to at least 90% Standard
Proctor Density in 6" lifts to at least 6" above the pipe crown. During embedment
placement and compaction, care shall be taken to ensure that the haunch areas below
the pipe springline are completely filled and free of voids.
Bulletin: PP 508 Sept. 2002 Supercedes all previous publications
Page 4 of 0 2002 Chevron Phillips Chemical Company LP

i
1
wwwAriscoplex.com
4.8 Protection against shear and bending loads. In accordance with ASTM D 2774,
connections shall be protected where an underground polyethylene branch. or service
pipe is joined to a branch fitting such as a service saddle, branch saddle or tapping tee
on a main pipe, and where pipes enter or exit casings or walls. The area surrounding
the connection shall be embedded in properly placed, compacted backfill, preferably in
combination with a protective sleeve or other mechanical structural support to protect
the polyethylene pipe against shear and bending loads.
4.9 Final Backfilling. Final backfill shall be placed and compacted to finished grade. Native
soils may be used provided the soil is free of debris, stones, boulders, clumps, frozen
clods or the like larger than 8" in their largest dimension.
5 Testing.
5.1 Fusion Quality. The Contractor shall ensure the field set-up and operation of the fusion
equipment, and the fusion procedure used by the Contractor's fusion operator while on
site. Upon request by the Owner, the Contractor shall verify field fusion, quality by
making and testing a trial fusion. The trial fusion shall be allowed to cool completely;
then test straps shall be cut out and bent strap tested in accordance with ASTM D
2657. If the bent strap test of the trial fusion fails at the joint, the field fusions
represented by the trial fusion shall be rejected. The Contractor at his expense shall
make all necessary corrections to equipment, set-up, operation and fusion procedure,
and shall re -make the rejected fusions.
5.2 Leak Testing.' Hydrostatic leak testing shall be conducted in accordance with
Performance Pipe Technical Note 802 Leak Testing. Pneumatic pressure testing is
prohibited.
-� PERFORMANCE PIPE, a division of
Chevron Phillips Chemical Company LP
PO Box 269006
IPlano, TX 75026-9.006
Phone: [phone]
Fax:[phone]
Web:
www.performancepive.com
Bulletin: PP 508 Sept. 2002 Supercedes all previous publications
Page 5 of5 Q 2002 Chevron Phillips Chemical Company LP

F
MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION II — LOW PRESSURE SEWER
GRINDER PUMP & CONTROLS
A. Simplex Residential Pump Station
B. Duplex Pump Station at Clubhouse
.`,v

A. SIMPLEX RESIDENTIAL PUMP STATION

MS-PIPE-1
6003050
MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION II — GRINDER PUMP SYSTEMS
Under this section the Owner shall furnish and install the complete grinder pump system
including pump, concrete pump basin, controls, service line to low pressure 'sewer system,
and all else required for a complete operating installation.
1. GRINDER PUMP MODEL: Pump shall be of the progressive cavity type E-
One@ model AMGP with an integrally built-in grinder unit and submersible type
motor. The grinder unti shall be capable of macerating all materials in normal
domestic and commercial sewage including reasonable amounts of foreign
objects such as small wood, sticks, plastic, thin rubber, sanitary napkins,
disposable diapers and the like to a fine slurry.that will pass freely through the
pump and 1 1/" discharge pipe. Discharge shall be 1 '/4: NPT.
2. OPERATING CONDITIONS: Pump shall have a capacity of 15 GPM @ 0" TDH,
11 GPM @ 92' TDH and 9 GPM @ 138" TDH and shall use a ' 1.0 HP motor
operating at 1725 RPM.
3. MOTOR: Pump motor shall be of the submersible type rated 1.0 horsepower at
1725 RPM. Motor shall be for single phase 230. Single phase motors shall, be of
capacitor start, capacitor run, thermally protected.
G:160030500—ISewer Spec kGrinder Pump Syslem.doc
LANDDESIGN. INC.

1
Patent Number(s): 5,439,180
Printed in USA, on recycled paper
LM000171 Rev. B 5/01
r�
u
riff-4.,
General Applications
The Gatorgrinder reduces all forms of
sanitary waste to a non -clogging slurry
and pumps it through a network of
small -diameter pipes. Since gravity is
replaced by the power of the pump,
sewer systems need not run downhill
nor require large -diameter pipes, deep
trenches, multiple lift stations — or their
associated costs. Designed specifically
for operation in warmer climates, the
Gatorgrinder is an efficient, economic
station for single dwelling service.
Features
The Gatorgrinder is a complete unit
that includes: the grinder pump, check
valve, fiberglass tank and controls. The
fiberglass tank is supplied complete
with discharge fitting installed,
simplifying installation of the grinder
pump and plumbing.
All solids are ground into fine particles,
allowing them to pass easily through
the pump, check valve and small
diameter pipelines. Even objects that
are not normally disposed of through
sewer lines, such as plastic, rubber,
fiber, and wood, are ground into fine
particles by the Gatorgrinder.
The 1-1/4" discharge fitting is
adaptable to any piping material,
thereby allowing us to meet your local
code requirements.
The.48"diameter tank is constructed of
laminated fiberglass and is available in
several depths to accommodate
capacity and site requirements. Other
tank sizes are available upon request.
The integral grinder pump check valve
assembly is custom designed for non -
clog, trouble -free operation.
f 4 TM
c, -er
Automatic grinder pump activation is
provided by the Gatorgrinder level
control system. The Gatorgrinder is
designed to run infrequently, for very
short periods of time. The annual
energy consumption is typically that of
a 40-watt light bulb.
Operational Information
Motor
1 HP, 1,725 RPM, high torque,
capacitor start, thermally protected,
120/240V, 60 Hz, single phase.
Inlet Connection
4" inlet grommet standard for DWV
pipe. Field penetration and installation
of inlet grommet allows site plumbing
flexibility.
Discharge Connections
Tank is equipped with a factory
installed discharge fitting. Tank
discharge terminates in a 1-1/4" female
NPT thread. Field connection of pump
discharge to tank bulkhead is easily
accomplished using the supplied
discharge assembly or other material
required by local code.
Discharge*
15 gpm at 0 pig
11 gpm at 40 psig
9 gpm at 60 psig
Overload Capacity
The maximum pressure generated by
the pump is limited by the motor
characteristics and overload protection.
The motor/pump combination
generates a pressure well below the
rating of the pipe and appurtenances.
The automatic reset feature of the
motor does not require manual
operation following overload.
'Discharge data includes minimal
losses through the check valve.

I
190
80
180
75
170
CONSULT FACTORY
FOR INTERMITTENT
USE ABOVE 60 psi
70
OR 138 FEET TDH
160
65
150
140
60
LOW PRESSURE SYSTEM DESIGN PRESSURE
130
55
120
50
110
m
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45
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90
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17
DISCHARGE (Q), GPM

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GG-2484
GRADE
24.0 22.0 "
COVER
OVER
bISCH
DISCHARGE: 1-1/4 FEMALE
PIPE THREAD
INLET EPDM GROMMET FOR
�* 4" DWV PIPE (SUPPLIED LOOSE)
i
INLET 84.00
ALARM LOCATION
VARIABLE
30 - 72"
ON
25.2 in OFF
17.2 in
13.2 in
0 48 in
TANK BASE DETAIL
BACKFILL AND BALLAST AS REQUIRED PER
ENGINEERS SPECIFICATIONS
----------- 7
SGS PJD 5-24-01 C 1/16
DR BY CHK'D DATE ISSUE SCALE
_ pv
Gatorgrinder
- D -
D- v -
GATORGRINDER STATION
°
84"
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BEDDING L M O'O O 5

1-1/4' PVC
TRUE UNION
BALL VALVE (2;
ALUMINUM COVER
W/ LOCKABLE HATCH, 300 PSF
LOAD, RATING
COVER
LOCK
HASP
IB
I
DISCHARGE
DEPTH
)N B-8
-1/4' COMBINATION
:HECK AND
WTISIPHON
IALVE (2)
NEMA 6P ELECTRICAL
QUICK DISCONNECT (2)
DIRECT
BURIAL SUPPLY��
CABLE (2)
1-1/4' SS
MALE NPT�►
DISCHARGE
CONNECTION
2" MUSHROOM
VENT
B
POLYPROPYLENE
LIFTING
HARNESS (2)
REVISION DESCRIPTION I GATE
eiane EQUALIZER
10SE ASSEMBLY (2)
90' SS ELBOW
r-1-1/4" SCHO 80
PVC PIPE (2)
/--INLET GROMMET
FOR 4` SCHO. 40 PIPE
GROMMET SHIPPED LOOSE
FOR FIELD INSTALLATION
SEMI -POSITIVE DISPLACEMENT
GRINDER PUMP (2)
1HP, 240V, 10, BO HZ
QUICK -DISCONNECT POWER
CORD, INTEGRAL LEVEL
DETECTION FOR ON/OFF
AND HIGH LEVEL
ALARM
';FCTION A —A
0 48.00
84.00
- -
- — - -- - -
- FIBERGL--ASS-REIN.-- POLYESTER- - - -
SUPPLY CABLE
BASIN, PCF LOAD RATING
FEED-THRU FITTING
MIN.
(SHIPPED LOOSE
INSTALLED)
WALLLAT ,
T
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THICKNN ESSUNLESS
FIELD
OtKRMSE SPECFLEE3w mpjo GR �q
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5H
FIBERGLASS
�"u-3 'm r°°' °"M GATORGRIIDER SIMPLE
ANTI -FLOAT
2 PL$,aS 1003 SCALE 0101
RING -
1 PLACES 0 aw WE30 f a MATERIAL -
A?40 E km.
2 AAas oax VOLUME a PART mivaum
PLACES 10005 RELEASM BY
A ESD 03-0121
x PLACES .Cax ssE DATE
s ANXES . ru
w Try o aA§ ., owa eeR SH 1 OF'

REV
SYM
' REVISION DESCRIPTION
DATE
r APPD
-
ECN 00-0023 INITIAL RELEASE 01-13-00 AD
1/20/00
C.H.
A
ECN 00-0092 DELT'0 GRN WIRE SHOWN FROM LIGHT 2/00 A-D.
B
REWIRED CIRCUIT BREAKERS PER ECN 00-0272 5/04/00 AD
5/10/00
C.H.
C
CHANGED WORDING OF HOA SWITCH PER ECN 01-0970
12/12/01
A.D.
D
CHANGED DWG TO SHOW NEW ALARM BOARD ECN 03-0989
/18/03
A..D.
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NOTE:
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GROUND —J
1 IUMP I1111
MY 6
= <m �
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o " PA1598POI REV D
BE'5.43(H)X 5.78(W)& WHITE ADHESIVE BACKGROUNG WITH .BLACK CHARACTERS
DECAL TO
UNLESS OTHERWISE SPECIFIED
THE FOLLOWING APPLIES
DR BY: S. SALVI
CHK'D:
env i r o n m e n fi o n e
CORPORATION
SHOP PRACTICE PER E-5000-01
ENG
GEOMETRIC TOLERANCES
PER ASA STD Y1A.S
MACHINE FINISH
DECAL, PICTORIAL FOR SIMPLEX PANEL
W/GEN RECPT, & HOA SWITCH
SCALE
TOLERANCE ON DIMENSIONS
WT
FIRST MADE FOR -
2 PLACES
3 PLACES
ANGLES
APPD
P A 15 9 8 P o 1
D
- 0.02
` 0.005
-
* 30 ' ,
-
I SSUED
CODE I DENT
DRAWING NUMBER SH 1 OF 1
REV

Installation
The Gatorgrinder is a well -engineered system designed to provide low-pressure
sewer service to individual residences or buildings. Proper installation of this
equipment will ensure years of trouble -free service.
The Gatorgrinder station consists of a grinder pump, tank and pump control
panel. The tank is a fiberglass basin complete with a gasket -sealed, fiberglass
lid. Sewage enters the Gatorgrinder tank through the 4" (standard) inlet pipe
where it is ground into fine particles by the grinder pump. The in -line pumping
mechanism discharges the ground sewage to a force main, gravity main or a
remote treatment site. The pump is a semi -positive displacement type capable of
developing discharge pressures up to 60 psig. Ample tank storage capacity in
conjunction with integral level sensing controls provides for economic, on -
demand, operation of the grinder pump.
ITEMS REQUIRED FOR INSTALLATION
Prior to beginning installation of the Gatorgrinder station, a thorough review of
these installation instructions is recommended. This will likely eliminate problems
with inconvenient piping and cable locations or due to unavailable materials or
equipment.
In addition to the components furnished with each Gatorgrinder station, the
following items will be needed to support installation:
• Supply voltage in accordance with the voltage specified on the
Gatorgrinder nameplate.
• Bedding material (see Section 2)
• Concrete ballast (see Section 3)
• 4" inlet pipe (from residence or building sewer; see Section 4)
• 1-1/4" discharge pipe to force or gravity main; see Section 5)
• Compactable backfill material (see Section 8)
The following tools:
• 5" diameter hole saw
• 1-1/16" diameter hole saw
' • Pipe thread sealant (suitable for PVC)
• Pipe wrenches
• Water pump pliers
1 Electric drill, 1/2" chuck
• Common hand tools
The following instructions will provide the necessary information to properly
install the Gatorgrinder system. All applicable OSHA procedures must be
followed during installation of this equipment.
k

i
'
1. Station Unpacking (Figure 1)
The Gatorgrinder control panel, grinder pump and tank are shipped to the job site
separately. Inspect the tank (1) and ensure that it sustained no damage'during
shipment. Proper handling of the fiberglass tank will ensure reliable performance.
Do not drop the fiberglass tank or roll it on its side. Only a non -marring sling
'
should be used to lift the fiberglass tank. Ensure that all lifting equipment is rated
for the load being lifted. Verify that the discharge fitting (4) is installed on the
tank. Remove the fiberglass tank lid (2) and verify that the EQD bracket'(5) and
'
lid gasket(3) are installed. The balance of the factory provided components were
delivered with the grinder pump unit. Inspect the shipping cartons for signs of any
damage sustained during shipment. If damage is suspected on any of the
Gatorgrinder components, do not proceed with installation. Notify a Gatorgrinder
representative of any damage discovered. Open the shipping cartons and verify
that the grinder pump (6), pump stand (7), discharge piping kit (8), supply cable
(9), cable grip (10), inlet grommet (11) and control panel (12) are enclosed. Notify
a Gatorgrinder representative of any missing components.
2. Site Excavation
Excavate a hole of sufficient depth and width to accommodate the tank,
underground piping and required backfill material as well as providing adequate
working space for plumbing and electrical connections. The base of the
excavated hole should be level and prepared with proper bedding material, such
as gravel, in accordance with the site Engineer's requirements. The depth of the
excavation must be sufficient to accommodate the bedding material and tank
burial to approximately 1" below the upper flange surface. The size, shape and
shoring requirements of the excavation will be based on the soil conditions and
should be in accordance with the site Engineer's recommendation and safety
requirements.
3. Tank Installation (Figure 2)
Improper handling of the fiberglass tank may result in damage and, ultimately,
failure of the station. Care should be taken during lifting and placement to
prevent impacting or otherwise damaging the tank. A non -marring sling should be
used when lifting the tank by the fiberglass surfaces. Ensure that lifting sling is
rated for the load being lifted. Lifting chains or cables should never be placed in
direct contact with the fiberglass tank surfaces. Place the tank on the level bed of
fill material in the excavated hole. Orient the installed discharge fitting, as
required; to align it with the existing or proposed discharge piping path.
Determine and mark the 4" DWV inlet pipe location on the fiberglass tank wall.
The inlet pipe location corresponds with the actual or projected point where the
4" building sewer line intersects the tank wall. The center of the inlet pipe must
be a minimum of 30 inches from bottom of the tank. The slope of the inlet pipe
(per national and local code requirements) must be accounted for when ;
determining the inlet location. The supply cable path and cord grip location
'
should be considered when selecting the inlet location (see Section 7 and Figure
4). If the site conditions require concrete tank ballast to prevent flotation, ensure

that the volume of concrete used complies with the site Engineer's
recommendation. Concrete ballast, if required, should be cast in place around
the tank in the excavation. Do not pour the concrete ballast above the marked
inlet pipe location. If the ballast must be poured above this level, proceed with
installation of the inlet piping (Section 4) before pouring the concrete. The inlet
pipe must be sleeved with an 8" tube prior to pouring. The tank should be filled
with water, to a level above the specified ballast height to prevent shifting during
the concrete pour.
Alternatively, precast concrete, around the tank bottom, may be used for ballast
(Figure 2). Do not pour ballast above the intended inlet location. If this ballast
method is used, lifting hooks must be anchored in the concrete to support
subsequent handling of the tank. The lifting hooks must be adequate to support
the combined weight of the tank and concrete ballast, and should be sized and
installed in accordance with the site Engineer's recommendation. Place the
ballasted tank in the excavated hole using the lifting hooks. Do not lift the tank by
any of the fiberglass surfaces if precast ballast is utilized.
4. Vent Installation
The Gatorgrinder station is supplied with a 2 mushroom vent, to be installed. in
the station cover.
Locate the 3" hole in the station cover. A vent'hole may be added to a station
cover in the field using a 3" diameter hole saw. Consult the factory before
installing a vent hole in an existing station cover.
Install the rubber grommet in the hole in the station. The flange on the grommet
should sit flush with the station cover.
Apply soap to the end of the nipple on the vent assembly. Align the nipple on the
vent assembly with the grommet in the station cover and press the vent
assembly down into the grommet until the vent housing bottoms on the grommet.
5. Inlet Installation (Figure 3)
The type, size and venting requirements of the inlet pipe must be in accordance
with all national and local plumbing codes. The Gatorgrinder is a sewage
handling pump,and requires ventilation for proper and safe operation. The
Gatorgrinder is supplied with a standard grommet to accept a 4" DWV (4.5"
outside diameter) sewer inlet pipe. The grommet is self-sealing and does not
require the use of additional sealant or adhesives. Other grommet sizes :are
available upon request. Verify that the grommet supplied with the Gatorgrinder
will accommodate the selected inlet piping. Using a 5" hole saw, drill through the
'fiberglass tank wall at the marked inlet location. Install the supplied inlet grommet
in the 5" hole.

Place a mark on the inlet pipe 3-1/2" in from the end that will enter the fiberglass
tank. A bevel should be ground or filed on the pipe end to aid in installation
through the grommet. Clean the grommet and pipe surfaces to remove any
debris. Apply a film of pipe soap or dish soap to the outside surface of the inlet
pipe end and the inside of the grommet. Insert the pipe end into the grommet and.
push the inlet pipe into the fiberglass tank until the 3-1/2" mark lines up with the
grommet outside edge. Inspect the grommet flange on the outside of the tank.
The flange should be flush against the tank wall and completely visible when the
pipe and grommet are installed properly.
6. Tank Discharge Piping Connection
Connect the tank discharge piping to the threaded tank fitting. The 1-1/4" NPT
�-
female thread on the discharge fitting will accommodate a variety of pipe
materials and fittings. The discharge fitting is made of reinforced Nylon and the
threads may be damaged if over tightened. Use a suitable threaded adapter and
thread sealant to connect the discharge piping to the tank fitting. Typically, %2 to
1-1/2 turns beyond hand tight will produce a leak proof seal.
Discharge piping must be selected in accordance with local and national
plumbing codes. If allowable, the use of 1-1/4, schedule 40, Type 1, PVC pipe or
SDR 11 polyethylene pipe is recommended. If polyethylene discharge piping is
used, compression type fittings that provide a smooth inner passage should be
utilized.
7.-Control Panel Mounting
Before proceeding; verify that the supply voltage is the same as the motor
�-
voltage shown on the grinder pump nameplate. Determine the location of the
Gatorgrinder control panel. The control panel may be mounted on a pole or
directly on an outdoor wall surface. The mounting location selected must be
I
visible from the Gatorgrinder station location and provide general visibility to the
occupants of the building. To mount the control panel, remove the panel, front
9 P
_
cover and secure to `the wall or pole using standard #10 or #12 screws through
the two mounting holes located on the back panel.
8. Supply Cable Installation (Figures 4 & 5)
A 32 supply cable and cord grip are provided with the Gatorgrinder station for
electrical connection between the station and the control panel. All electrical
wiring must be in accordance with local codes. The supply cable is rated under
the National Electric Code (NEC) for direct burial as long as a minimum of 24" of
ground cover is maintained. Those portions of the cable with less than 24" of
cover must be housed in a suitable protective conduit. The supply cable;
terminates in a convenient, electrical quick -disconnect .(EQD) plug to support
future servicing of the grinder pump. The supply cable cord grip provides a leak
r
tight seal around the power cable as it enters the tank and will prevent movement
of the supply cable during burial and subsequent ground settlement. The cord

i
grip should be installed in a position on the tank that will provide convenient,
direct routing of the supply cable to the control panel. The supply cable cord grip
should be installed 25" below the top of the tank and within approximately 6" of
either side of the EQD mounting bracket (Figure 4). (Exception: On 48" tall tanks
the cord grip should penetrate the tank 18" below the top of the tank; the portion
of the cable with less then 24" of soil cover shall be installed in suitable protective
conduit.) Locate and mark the location of the cord grip on the fiberglass tank wall.
Using a 1-1/16" hole saw, drill through the tank wall at this location. Install the
cord grip and O-rin.g seal as shown. Tighten the cord grip locknut until snug.
Loosen the cord nut and slide the supply cable free end through the cord grip as
shown in Figure 4. Continue to slide the entire cable length through the cord grip
until the metal cable stop rests against the cord grip face. Tighten the cord nut
until snug. Failure to tighten the cord nut will result in groundwater entering the
station. Rest the EQD plug end in the holding bracket as shown in Fig. 4. Use
care when installing and burying the supply cable. If the cable is cut or otherwise
damaged it may result in a' pump malfunction. Run the supply cable
underground, ensuring 24", minimum, of soil coverage, to the control panel
location. Leave a 6"-12" loop of supply cable near the station and the control
panel to accommodate settlement of the soil. A protective conduit must be
utilized where 24" of soil cover cannot be maintained (Figure 5).
9. Tank Backfill
Proper backfill is essential to the long-term reliability of the Gatorgrinder station.
The choice of backfill material is dependent upon the local soil and groundwater
conditions and must be in accordance with the site Engineer's recommendation.
Heavy non-compactable clays and silts are not acceptable backfill for the
G.atorgrinder tank or any other underground structure such as the inlet or
discharge piping. Backfill should be placed and compacted in 12" lifts. Special
care should be taken when placing backfill around inlet and discharge piping to
ensure support and compaction. Do not strike the inlet pipe, discharge pipe or
electrical connection with the compaction equipment during backfill. The finished
grade should be 1" below the upper flange on the fiberglass tank. The finished
grade should be sloped down from the station to prevent water from pooling
around the tank.
10. Grinder Pump Stand Assembly (Figure 6)
Detach the three stand retaining rings from the pump stand. Temporarily rest the
grinder pump on its side. Using a block of wood or similar object, prop up the
lower pump end to allow installation of the pump stand. Align the three legs of the
pump stand with the three holes in the pump lower end. Push the stand legs into
the pump lower end until the bend in each stand leg bottoms against the pump -
housing surface. Turn the pump upright on the installed stand. Install one stand
retaining ring on each of the three leg ends protruding through the pump lower
end. The retaining rings are a pressure fit and are easily tapped in place using a
5/16" socket or nut driver and mallet. The retaining rings should only be driven
1

' onto each leg approximately 1/4". Do not attempt to bottom the rings against the
angled pump surface as this may distort the ring and lessen its holding power.
11. Grinder Pump Installation
' Prior to installing the grinder pump in the tank, flush the inlet pipe with water to
force any miscellaneous debris in the sewer line into the tank. Heavy debris such
as sand, clay, etc. should be removed from the tank before installing the grinder
pump.
The Gatorgrinder was supplied with all of the necessary plumbing components to
'
connect the pump discharge to the tank discharge.
Refer to the separate Gatorgrinder Discharge Plumbing Installation Instructions
for the specific discharge arrangement included with this unit.
After completing the plumbing connections per the Gatorgrinder Discharge
Plumbing Installation Instructions Discharge, proceed with connecting the pump
power cable. The grinder pump power cable is supplied with the mating half of
'
the EQD connector. Verify that the EQD gasket is in place on the grinder pump
power cord (Figure 8)..Plug the pump power cable into the supply cable' EQD
connector. Note that the EQD halves are "keyed" and the plug connections can
only be made one way. Align the clamping screws on the pump power cord EQD
with the threaded holes on the EQD bracket. Secure the EQD connection by
tightening the two clamping screws until the EQD plastic "stops" are in contact
with each other. Remove the plug from the Equalizer tube installed in the
breather port and insert
barbed fitting on the Equalizer. (Figure 8)
12. Electrical Connections
The Gatorgrinder control panel contains a circuit breaker pair to protect the pump
motor and a separate circuit breaker to control the alarm circuit. The station
'
supply cable and power supply cable (from the building service) must be run into
the panel and appropriately connected. All panel wiring should be completed by a
qualified electrician and be in compliance with national and local electrical codes.
'
Conduit should be provided, where required by code, and adequate strain relief
used on cable and/or conduit entry points. The appropriate wiring connections for
the Gatorgrinder are shown in Figure 9.
13. Start -Up Test Procedure
When the system is completely installed, the station should be checkedto ensure
proper installation and reliable performance. i
i

1
1
L
SYSTEM INSPECTION
Perform the following visual inspections:
• Proper burial depth - the tank should have been buried to a level 1" below
the fiberglass cover flange.
• Proper grading - the surrounding soil should be graded down, away from
the station.
• Station supply cable - the station supply cable must not be exposed
outside of the station. Suitable conduit must be used where proper burial
depth (24") cannot be maintained.
• Control panel - ensure that the control panel is properly mounted and free
of any damage. Verify that the control panel has been wired properly in
accordance with the wiring instructions in this manual.
ELECTRICAL TESTS
The following electrical tests are recommended prior to operating the grinder
pump station. These tests require the use of appropriate electrical test equipment
and should only be performed by qualified personnel trained in the safe operation
of this equipment and electrical system servicing.
1. Ensure that the electrical power supplying the control panel is "OFF".
2. Ensure that the grinder pump (double) and alarm (single) circuit breakers
in the control panel are in the "OFF" position.
3. Using a test (ohm) meter, set at a 2 meg ohm setting, measure the
resistance between the colored wire pairs shown in Table 1. Resistance
readings are to be taken in the control panel on the colored leads
supplying the pump station (supply cable). Resistance readings other than
those shown in Table 1 may indicate a problem with either the supply
cable or the grinder pump. If the measured readings are not as indicated
in Table 1, do not proceed with station start-up; contact you local
Gatorgrinder or qualified service representative.
TABLE 1
COLOR I COLOR 2 NORMAL READING
GREEN BLACK
GREEN RED
GREEN WHITE
(: = Infinity or open circuit)

4. Turn "ON" the power to the control panel from the building service panel.
5. Using a test (volt) meter, verify that the incoming panel voltage is within 10%
of the pump nameplate voltage (for 240V pump, voltage at panel must be 216V
to 264V). If the voltage is outside of this range, do not continue with station start-
up. The voltage problem must be corrected prior to proceeding.
START-UP TEST
The following test must be performed prior to placing the system in service:
1. Ensure all service and control panel breakers are in the "OFF" position.
2. Open the discharge ball valve at the tank discharge fitting.
3. Open any additional discharge lines. Some installations may have
additional discharge line valves before entering the street main.
4. Turn "ON" power to the control panel, from the building service panel.
5. Set the alarm circuit breaker in the control panel to the "ON" position.
6. Fill the fiberglass tank with water until the red alarm light on the control
panel is lit.
7. Set the grinder pump circuit breaker in the control panel to the "ON"
position. Once power is turned on to the grinder pump:
o The grinder pump should start immediately.
o The red alarm lamp should switch off in approximately one minute.
o The pump should stop within approximately three minutes.
OPERATIONAL ELECTRICAL TEST
The following electrical test is recommended in conjunction with the Start -Up
Test of the grinder pump station. This test requires the use of appropriate
electrical test equipment and should only be performed by qualified personnel
trained in the safe operation of this equipment and electrical system servicing.
1. The current to the grinder pump should be measured in the control panel,
at the white wire supplying the pump station (supply cable).
2. Using an ammeter, measure the current in the white wire while the pump
is operating.
3. The current should be between 5 amps and 8 amps.
4. Higher amperage indicates higher discharge pressure. Measured current
in excess of 8 amps could indicate,a blocked or closed discharge line.
Correct any blockage problems and•confirm that the current is within the
acceptable range. If the current remains outside of the acceptable range,
and no discharge blockage is detected, contact your local Gatorgrinder or
qualified service representative.
If the grinder pump fails to perform as indicated, review the start-up procedure
again and verify that all wiring connections are correct in accordance with these
instructions. If the grinder pump still fails to perform as indicated contact your
T local Gatorgrinder or qualified service representative

B. TRIPLEX PUMP STATION AT CLUBHOUSE

BASIS OF DESIGN
CLUBHOUSE TRIPLEX PUMP STATION
A. DEVELOPMENT DESCRIPTION
Type
Location
Type dwellings
Type waste
Proposed Treatment System
B. PHASE 1
BOD - PUMP STATION
6003050
Phase 1 of Golf Club Clubhouse
Polk County
Club House
Domestic
Treatment and Effluent Reuse for
Golf Course Supplemental Irrigation
Country Club — 150 resident members @ 50 gal/member = 7,500 GPD
Avg. Flow (7,500/16Hours/60Mins) = 7.81 GPM
Peak Flow (7.81 x 2.5 Peaking Factor) = 19.53 GPM
C. CLUBHOUSE TRIPLEX PUMP STATION DESIGN CALCULATIONS
Proposed Design Flow
Pump Station Design
19.53 gpm (Phase 1 Only)
6.
Cover over force main
Minimum 3 feet.
7.
Fillets provided in wetwell
. Yes
8.
Check and gate vales provided
Yes
12.
Alarm — audible and visual
Yes, duplex and simplex panel
13.
Wetwell vented with screen
Yes
14.
Velocity of force main
2.65 FPS
15.
Wetwell detention
Diameter of wetwell
6 feet I.D.
Volume ,pump cycle (6.0 feet)
86gallons [n (3)2 x 0.41 x 7.48 ] = 86 gal.
Pump rate
26gpm (2 pumps @ 13 gpm)
Pump down time
4.72 min. [86 _ (26-7.81] = 4.72 min.
Average flow rate
7.81 gpm
Fill time
11.01 minutes (86 _ 7.81) = 11.01
Cycle time
1.5.73 minutes (4.72 + 11.01 = 15.73)
Cycles/hour
3.8 (60 _ 15.73 = 3.8)
16.
TDH
20 feet
Discharge elevation has not been established. Triplex station discharges through 2" pvc Iin(
down the hill to the low pressure system
and ultimately to the intermediate pump station an(
waste water treatment plant.
17.
Pump selection
Type
Triplex submersible pump station
Gatorgrinder/AMGP 1 HP 240V, 60Hz.
EMERGENCY GENERATOR
A Tsurumi TPG-7000H-DXE portable dedicated generator will be on standby should the power fail.
GA60030501Docs\Eng CaIcsTumpstations%BOD clubhousePUMP STATIONrov.doc I.ANDDESIGN INC.

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90' SS ELBOW
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PVC PIPE (2)
Energency Shope
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ProNoeo 1071 pa MALE NPT
ALUMINUM COVER
DISCHARGE
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W/ LOCKABLE HATCH, 300 PSF
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LOAD RATING
INLET GROMMET
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GRINDER PUMP (2)
1HP, 24OV. 10" 60 HZ
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2+.0o
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DETECTION FOR ON/OFF
DISCHARGE
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on o V7 bench PUMPS I E 2 SET AT
SAME ELEVATION
e 72' INSIDE PUMP BASIN.
PUMP 3 IS ELEVATED
SUPPLY CABLE
FEED-THRU FITTING
FIBERGLASS REIN. POLYESTER I/2' ABOVE.
BASIN, 120 PCF LOAD RATING
(SHIPPED LOOSE
FIELD INSTALLED)
AT SF 2, 1/1ESSN
WALL
12'
8' x 8' x I'
/Co= Saloat
FIBERGLASS
ANTI -FLOAT
RING
PUMPS 1 E 2 OPERATED
BY DUPLEX ALTERNATING
ELEVATION
CONTROLLER.
�OATIOF"900 TFrLEX PIMP TO BE U8® AT THE CUMHOUSE NTa
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DUPLEX ALTERNATING CONTROL
PANEL FOR PUMPS I E 2.
AUTOMATIC PUMP ON FOR LAG
PUMP AT HIGH WATER ALARM LEVEL.
PUMP 3 OPERATION CONTROLLED BY
A SIMPLEX PANEL. PUMP 3 ON LEVEL
SET 1/2• ABOVE DUPLEX LEAD PUMP
ON LEVEL.
SIMPLEX CONTROL
FOR PUMP 3
1 1/4• SLIDE
FACE
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DISCONNECT
CHECK
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ON
DISCHARGE
LINE FOR
EACH PUMP.
—1/2'
BENCH
PUMPS I E 2 SET AT
SAME BASE ELEVATION
PUMPS 3 SET AT 1/2-
ABOVE BASE ELEVATION
PUMPS I E 2 OPERATED BY
DUPLEX ALTERNATING
CONTROLLER,
LAG PUMP ON DUPLEX PANEL WILL
TURN ON IF WATER LEVEL
REACHES HIGH WATER ALARM
LEVEL. INDICATING EITHER ONE OF
THE PUMPS FAILED OR SUSTAINED
FLOWS GREATER THAN PEAK.
TR°M FW 8CF M711C
Dn CLUBHOUSE Wa

Portable Generator - 7 kW Honda powered
portable generator, made by Tsurumi.
Available for online purchase with great
customer service.
Contractors Depot
k 48 Island Drive
Eastpoint, FL 32328
f E i T CCR Cage #3112R2
Toll Free - 1 877 266 3532
USA - 850 670 1100
Navigate By:
Product Types -� Generator Info Customer Service
7 kW Portable Gas Generator -
Tsurumi
(manufacturer item no: TPG-7000H-DXE)
(click on picture to enlarge)
Tsurumi's TPG-7000H-DXE portable gas
generator that generates a maximum of
7000 watts and rated at 5500 watts. The
unit is powered from a 13 horsepower
Honda engine that runs on a rated load for
5.3 hours on a 4.5 gallon tank. Designed to
withstand the severe conditions of
construction jobsites or industrial
applications, especially where durability and
stable power are required.
Features:
f Brush less Generator Design with 100%
copper windings reduces service and
maintenance.
f Rubber Vibration Pads for maximum
protection and noise reduction
Circuit Breaker protects generator from
overload damage - can be reset by the
flip off a switch (no fuse)
f Heavy Duty Pipe Frame rugged use.
f Large, Silent Muffler with USDA qualified
spark arrestor to greatly reduce noise.
Quantity 1'
List price: $_2,813
Our price: $.2,R90
Sale Price - $ 2,326 each
Product Inquiry
1 26.25" Long
21.75" Wide
22.5" High
r 205lbs.
Generator Specs
Design: Brush less design with
100% copper windings
Single Phase
. Sound Level: 78 dB
Maximum Watts: 7 kW
Continuous Watts: 5.5 kW
Frequency: 60 Hz
t" Receptacles: A(2), C, F
(Receptacle Identification Chart)
Voltage
Single Phase: 120/240V
Single Phase Amps
Maximum Amps 120V: 54.2 A
Continous Amps 120V: 45.8 A
Maximum Amps 240V: 27.1 A
Continous Amps 240V: 22.9 A
Engine Specs
) Gas Powered
Honda Model GX390K1 EDD2
(_1 Horsepower: 1.3
@ Displacement: 389 cc
f< RPM: 3600
w Recoil/Electric Starting System
Fuel Tank Capacity: 4.5 gal.
Consumption: Rated Load - 5.3 hrs
1/2 Load - 8.1' hrs.
Voltage Control Rheostat: No
1 Year Warranty
2 Years on Honda Engine
Auto Voltage Regulator (AVR):
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http://www.jobsite-generators.con/tsurumi_gas_generator tpg_7000h_dx.html ' 1/17/2005

MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION III - LOW PRESSURE SEWER
SERVICE LATERAL KIT

SPECIFICATION:
ENGINEERED THERMOPLASTIC SERVICE LATERAL
COMPONENTS
General
Description
The MANUFACTURER shall furnish complete
service lateral fitting kits (exclusive of piping) each
consisting of one (1) male adapter for attachment to
the station and one (1) combination curb stop/check
valve assembly with curb box. All plastic valves
and fittings are to be molded from engineered
thermo plastic resins. All polypropylene and nylon
fittings shall be tested for resistance to aging,
pressure rating, tensile strength and flexural
strength. All components shall incorporate
compression fitting connections for easy, reliable
installation of piping. All fittings and valves shall be
rated for 150 psi service. Completed assembly
shall be as provided by environmentlone
Corporation, Niakayuna, New York, or approved
equal.
Shop Drawings
After receipt of notice to proceed, the
MANUFACTURER shall furnish a minimum of six
(6) sets of shop drawings detailing the equipment to
be furnished including dimensional data and
materials of construction. The ENGINEER shall
promptly review this data, and return two (2) copies
as accepted, or with requested modifications. Upon
receipt of accepted shop drawings, the
MANUFACTURER shall proceed immediately with
fabrication of the equipment.
Warranty
All merchandise is warranted to be free from
defects in materials and factory workmanship.
EIONE shall provide, free of charge, new products
in equal quantities for any that prove defective
within two years from date of shipment from our
factory. Manufacturer shall not be liable for any
loss, damage, or injury, direct or consequential,
arising out of the use of or the inability to use the
product. Before using, the user shall determine the
suitability of the product for his intended use and
user assumes all risk and liability whatever in
connection therewith. No claims for labor or
consequential damage will be allowed. The
foregoing may not be changed except by
agreement signed by an officer of the manufacturer.
Product
Engineered Thermoplastic
Valves and Fittings
All plastic valve and fitting components are to be
tested for compliance with ASTM D1599
(Categories 7.1.1, 7.2.2, and 7.2.3). Components
shall be tested against the requirements of ASTM
D2513 (Categories 6.10.1 and 6.10.2).
All pipe connections shall be made using
compression fitting connections including a Buna-N
0-ring for sealing to the outside diameter of the
pipe. As plit collet locking device shall be
integrated into all pipe connection fittings to
securely restrain the pipe from hydraulic pressure
and external loading caused by shifting and settling.
Glass filled nylon valves shall be pressure tight in
both directions. The tee -head shall include a
ratcheting feature to prevent breaking from over-
torqueing the valve handle. Buna-N 0-rings shall
be used to provide a redundant, watertight seal on
the stem. A spherical, Teflon filled polypropylene
ball shall be supported in molded, Teflon seats to
provide watertight seals in either direction, as well
as maximum flow capacity and ease of operation.
Valves shall be designed to withstand a working
pressure of 150 psi minimum.

Check Valves
Check Valves shall be injection molded from non -
corroding, glass fiber reinforced PVC for durability.
The check valve flapper shall include a non -fouling,
integral hinge made from fabric reinforced synthetic
elastomer to assure corrosion resistance,
dimensional stability, fatigue strength and trouble
free operation. The check valve will provide a full -
ported passageway and shall introduce a friction
loss of less than 6 inches of water at maximum
rated flow. A non-metallic hinge shall be an integral
part of the flapper assembly providing a maximum
degree of freedom to assure seating at low back
pressure.
Curb Boxes
Curb boxes shall be constructed of iron filled
polypropylene to provide durability and magnetic
detectability. All components shall be inherently
corrosion resistant to assure durability in the
ground. Curb boxes shall provide height
adjustment downward (shorter) from their nominal
height.
High Density Polyethylene Pipe
(Supplied by others)
Pipe shall be high performance, high molecular
weight, high density polyethylene pipe equal to
Driscopipe* 1000 as. manufactured by Phillips
Driscopipe, Inc., Dallas, Texas. The pipe, material
shall be a Type 111, Class C, Category 5, P34
material as described in ASTM D 1248. Minimum
cell classification values of the pipe material shall
be 3 4 5 4 3 4 C as referenced in ASTM D 3350
84. The density shall be 0.941 - 0.957 gms/cm3
when tested in accordance with ASTM D 1505.
Melt Flow shall be no greater than 0.15 gms/10
rein. when tested in accordance with ASTM D 1238
- Condition E. (Melt Flow shall be no greater than
4.0 gms/10 min. when testedin accordance with
ASTM D 1238 Condition F.)1 Flexural Modulus
shall be 110,000 psi to less than 160,000 psi when
tested in accordance with ASTM D 790. Tensile
strength at yield shall be 3,200 psi to less than
3,500 psi when tested in accordance with ASTM D
638. Environmental Stress Crack Resistance shall
be in excess of 5,000 hours with zero failures when
tested in accordance with ASTM D 1693 - Condition
C.
Hydrostatic Design Basis shall be 1,600 psi at 230C
when tested in accordance wiih ASTM D 2837.
Deviations
If a supplier chooses to submit a bid which does not
meet all the requirements of this specification, his
bid shall include a written description of the
deviation with data which shows the magnitude of
the deviation and the justification for the deviation
from this specification. The decision to accept
material deviating from this specification shall be
the responsibility of .the specifying engineer.
Certification
The owner or the specifying, engineer may request:
certified lab data to verify the physical properties of
the pipe materials supplied under this specification
or may take random samples and have them tested
by an independent laboratory.
Rejection
Polyethylene pipe may be rejected for failure to
meet any of the requirements of this specification.
Pipe Dimensions:
The SDR (Standard Dimension Ratio) of the.pipe
supplied shall be as specified by the engineer.

to
r
r
r
r--
r
EXECUTION
Factory Test
All service lateral assemblies are to be 100%
hydrostatically tested to 150 psi in the factory:
CONSTRUCTIONPRACTICES:
Pipe shall be stored on clean, level ground to
prevent undue scratching or gouging of the pipe. If
the pipe must be stacked:for storage, such stacking
should be in accordance with the pipe
manufacturer's recommendations. The pipe should
be handled in such a manner that it is not damaged
by being dragged over sharp objects or cut by
chokers or lifting equipment.
Segments of pipe having cuts or gouges in excess
of 10% of the wall thickness of the pipe shall be cut
out and removed. The undamaged portions of the
pipe shall be rejoined using the butt fusion joining
method.
Sections of polyethylene pipe should be joined into
continuous lengths on the job site above ground.
The joining method shall be the butt fusion method
and shall be performed in strict accordance with the
pipe manufacturer's recommendations. The butt
fusion equipment used in the joining procedure
shall be capable of meeting all conditions
recommended by the pipe manufacturer, including,
but not limited to, fusion temperature, alignment
and fusion pressure.
Fused segments of pipe shall be handled so as to
avoid damage to the pipe. When lifting fused
sections of pipe, chains or cable -type chokers
should be avoided. Nylon slings are preferred.
Spreader bars should be used when lifting long,
fused sections. Care should be exercised to avoid
cutting or gouging the pipe.
INSTALLATION:,
The trench and trench bottom should be
constructed in accordance with ASTM D 2321 -
Section 7. Embedment materials should be Class I,
Class II or Class III materials as defined in ASTM D
2321 - Section 6. The use of Class IV and/or Class
V materials for embedment is not recommended
and should be allowed only with the approval of the
engineer. Bedding of the pipe should be performed
in accordance with ASTM D 2321 - Section 8.
Compaction should be as specified in ASTM D
2321. Deviations from the specified compaction
shall be approved by the engineer.
Haunching and initial backfill should be as specified
in STM D 2321 - Section 9 using Class I, Class II or
Class III materials. Materials used and compaction
shall be as specified by the engineer. In cases
where a compaction of 85% Standard Proctor
Density is not attainable, the engineer may wish to
increase the SDR of the, pipe to provide adequate
stiffness. ASTM D 2321 - Section 11.2, Minimum
Cover for Load Application, Section 11.3, Use of
Compaction Equipment and Section 11.4, Removal
of Trench Protection, should apply unless directed
otherwise by the engineer.

LID ASSEMBLY WITH PENTAGON HEAD PLUG
MATERIAL: POLYPROPYLENE
PLASTIC
LATERAL ASSEMBLY
1-1/4"
SDR 11 HDPE PIPE
ARCH PATTERN
EXTENSION TYPE CURB BOX WITH ARCH PATTERN BASE
MATERIAL POLYPROPYLENE
AVAILABLE LENGTHS.......... 18-24"
40-60"
24-30"
46-66"
30-36"
52-72"
30-48"
52-84"
34-54"
COMPRESSION ADAPTER FITTING
REDUCER MATERIAL: POLYPROPYLENE
COUPLING
1-1/4" COMPRESSION ADAPTER FITTING
SDR 11 MATERIAL: POLYPROPYLENE
HDPE PIPE I 1-1/4 MPT
(BY OTHERS) j♦
0
0
TO MAIN
TO PUMP
1-1/4" SDR 11
PVC ADAPTER/COUPLING POLYETHYLENE PIPE
COMPRESSION ADAPTER CHECK VALVE (SUPPLIED BY OTHERS)
FITTING MATERIAL: GLASS FILLED PVC
MATERIAL: POLYPROPYLENE
VALVE CURB STOP WITH FEMALE PIPE THREADS
AND RATCHETING VALVE HANDLE
MATERIAL GLASS FILLED NYLON
APS CH 01/21/99 B 3/16
DR BY CHK'D DATE ISSUE SCALE
PRESSURE RATING: 150 psi
ASSEMBLY TO BE USED WITH 1-1/4" SDR 11 PIPE ONLY mm
SEWER SYSTEMS
PLASTIC LATERAL ASSEMBLY
1-1/4" SDR 11 HDPE PIPE ARCH PATTERN
*FOR ORDERING INFORMATION SEE PA1372POI LATERAL ORDER CODE P A 13 2 9 P 0 2

MATERIALS AND INSTALLATION SPECIFICATIONS
SECTION IV— INTERMEDIATE PUMP STATION
A. Pump Details
B. Pump Controls
C. Odor Control
D. Emergency Generator

1
1
F
1
F
A. PUMP DETAILS
I

BASIS OF DESIGN
INTERMEDIATE PUMP STATION
A. DEVELOPMENT DESCRIPTION
Type
Location
Type dwellings
Type waste
Proposed Treatment System
B. PHASE 1
BOD - PUMP STATION
6003050
Single family residential/ Golf Club
Polk County -
Single family homes
Domestic
Treatment and Effluent Reuse for
Golf Course Supplemental Irrigation
Country Club — 150 resident members @ 60 gal/member = 9,000 GPD
Sales Center - 2 agents 10 visitors @ 25gpd =
300 GPD
Residential Homesites (288 units) - 288@360gpd =
103,680 GPD
Golf restroom 20 rounds of 4 players @ 5gpd/player =
400 GPD
Total Phase 1 Flow =
113,380 GPD
Avg. Flow (1 13,380/24Hours/60M ins) =
78.74 GPM
Peak Flow (78.74 x 2.5 Peaking Factor) =
196.85 GPM
C. PUMP STATION DESIGN CALCULATIONS — INTERMEDIATE PUMP STATION
Proposed Design Flow
Pump Station Design
1.
Force main discharge elevation
2.
Force main high point
3.
Force main length
4.
Force main profile
5.
Air relief valves
6.
Cover over force main
7.
Fillets provided in wetwell
8.
Check and gate vales provided
9.
Stream Class
10.
Site Plan
11.
Foundation for wetwell
12.
Alarm — audible and visual
13.
Wetwell vented with screen
14.
Velocity of force main
15.
Wetwell detention
Diameter of wetwell
Volume pump cycle (7.0 feet)
GA60030500om'Eng CalcsllnterPumpstation%BOD PUMP STATIONrev.doc
78.74 gpm (Phase 1 Only)
1199
1199
6,667 ft.
Yes
Yes
Minimum 3 feet
Yes
Yes
C — UT —Bright's Creek
Yes
Yes
Yes and wireless telemetry
Yes
2.84 FPS
7 feet I.D.
700 gallons [ir (3.5)2x 2.43 x 7.48 ] = 700 gal.
LANDDESIGN INC.

1
F
1
1
1
1
BOD - PUMP STATION
6003050
Pump rate
250 gpm (to accommodate future)
Pump down time
4.08 min. [700 - (250-78.74] = 4.08 min.
Average flow rate
78.74 gpm
Fill time
9.12 minutes (700 _ 78.74 = 8.89)
Cycle time
12.97 minutes (4.08 + 8.89 = 12.97)
Cycles/hour
4.62 (60 _ 12.97 = 4.62)
16. TDH
Force main length to HP
6667 feet
Diameter
6 inches
Discharge elevation
1199
High point
1199
Low level p/s
1020
Hs
179 (1199-1020)
C value
140 (HDPE DR11)
hl
0.004964
hf
33.09 (6667 x 0.004964 = 33.09)
TDH
212.09 ft (179 + 33.09)
17. Pump selection
Type
Duplex submersible pump station
Flygt model CPSH-3201 4" 47 HP impellor 423
250 gpm @ 212 feet TDH, 1950 rpm, 480V, 3�
Impellor to be trimmed to 359mm.
PORTABLE HOIST
A PORTABLE ELECTRIC HOIST SHALL BE FURNISHED FOR REMOVAL OF THE STATION PUMPS.
aUnit shall be equal to HALLIDAY Series DB, Model D 1300 pounds.
EMERGENCY GENERATOR
1
1
0
1
Natural gas powered generator— Onan Model 100 GGHH see sheet ES1
ODOUR CONTROL
Peacemaker oxidizing dry air scrubber model 900 — see detailed specs.
GA1,1000500-1Eng CaI11I,I11Pump,. i—.0D PUMP STATIONw.d- LANDOESIGN INC.
I

yV JAN.y 3. 2005 8:51AM ITT FLYGT N0. 4185 P. 2
i
1
1
1
1
1
1
1
1
1
�j PERFORMANCE CURVE drawn from TEST PIT DATA
DATE PROJECT RPM HP PUMP
1/3/2005 BRIGHT'S CREEK P. S. 1755 47 CP 3201
MOTOR DATA FULLLOAD 314 LOAD 1/2 LOAD VOLTAGE INPUTKW IMPELLER CODE
MOTOR POWER FACTOR 0.87 0.84 0.76 460 40 i 423
FLA SIZE NOTE : ,
MOTOR EFFICIENCY 57,5 $7.5 85.5 58 4 IMPELLER TRIM 359111m
50
I -40
-- '30
? 0.
m 20
10
0
PROJECT DUTY POINT
pm) TOH(ft) KW Eff.
250 212.0
100
250
90
80
200 i,
�q 70
NSfRT� 60 V
w_
50 U
LL
40 J
H
30
20
50
10
0
0 0 g0 100 150 200 FL0vidGPM)300 350 400 450 500
?01d 2LLB 1709 170L
ON 1 NOS-1NUO -1 183EOH Eb : 60 SOOE-20-NUt

1
1
1
9
1
C-3201
Performance Specification
REQUIREMENTS
Furnish and install two submersible non -clog wastewater pump(s). Each pump shall be equipped with 47HP HP,
submersible electric motor connected for operation on 460 volts, Three phase, 60 hertz, with 40 feet of submersible
cable (SUBCAB) suitable for submersible pump applications. The power cable shall be sized according to NEC and
ICEA standards and also meet with P-MSHA Approval. The pump shall be supplied with a mating cast iron 4 inch
discharge connection and be capable of delivering 250 GPM at 212 feet TDH. Shut off head shall be 235 feet
(minimum). Each pump shall be fitted with 25 feet of stainless steel lifting chain or stainless steel cable. The working
load of the lifting system shall be 50% greater than the pump unit weight.
PUMP DESIGN
D The pump(s) shall be automatically and firmly connected to the discharge connection, guided by no less than two guide
bars extending from the top of the station to the discharge connection. There shall be no need for personnel to enter the
wet -well. Sealing of the pumping unit to the discharge connection shall be accomplished by a machined metal -to -metal
watertight contact. Sealing of the discharge interface with a diaphragm, 0-ring or profile gasket will not be acceptable.
No portion of the pump shall bear directly on the sump floor.
PUMP CONSTRUCTION
Major pump components shall be of grey cast iron, ASTM A-48, Class 30, with smooth surfaces devoid of blow holes
or other irregularities. All exposed nuts or bolts shall be AISI type 304 stainless steel or brass construction. All metal
surfaces coming into contact with the pumpage, other than stainless steel or brass, shall be protected by a factory
applied spray coating of alkyd primer with a chlorinated rubber paint finish on the exterior of the pump.
Sealing design shall incorporate metal -to -metal contact between machined surfaces. Critical mating surfaces where
watertight sealing is required shall be machined and fitted with nitrile rubber 0-rings. Fittings will be the result of
controlled compression of rubber 0-rings in two planes and 0-ring contact of four sides without the requirement of a
specific torque limit.
Rectangular cross sectioned gaskets requiring specific torque limits to achieve compression shall not be considered as
adequate or equal. No secondary sealing compounds, elliptical 0-rings, grease or other devices shall be used.
COOLING SYSTEM
Each unit shall be provided with an adequately designed cooling system. The water jacket shall encircle the stator
housing; thus, providing heat dissipation for the motor regardless of the type of installation. Impeller back vanes shall
provide the necessary circulation of the cooling liquid thru the water jacket. The cooling media channels and ports shall
be non -clogging by virtue of their dimensions. Provisions for external cooling and seal flushing shall also be provided.
The cooling system shall provide for continuous pump operation in liquid temperature of up to 40°C (104°F) ambient,
in accordance with NEMA standards. Restrictions below this temperature are not acceptable.
CABLE ENTRY SEAL
The cable entry seal design shall preclude specific torque requirements to insure a watertight and submersible seal. The
O cable entry shall consist of a single cylindrical elastomer grommet, flanked by washers, all having a close tolerance fit
against the cable outside diameter and the entry inside diameter and compressed by the body containing a strain relief
function, separate from the function of sealing the cable. The assembly shall provide ease of changing the cable when
necessary using the same entry seal. The cable entry junction chamber and motor shall be separated by a terminal
board, which shall isolate the interior from foreign material gaining access through the pump top. Epoxies,
silicones, or other secondary sealing systems shall not be considered acceptable.

,
MOTOR
The pump motor shall be induction type with a squirrel -cage rotor, shell type design, housed in an air -filled, watertight
chamber, NEMA B type. The stator windings and stator leads shall be insulated with moisture resistant Class F
insulation rated for 1550C (3I IOF). The stator shall be dipped and baked three times in Class F varnish and shall be
heat -shrink fitted into the stator housing. The use of bolts, pins or other fastening devices requiring penetration of the
stator housing is not acceptable. The motor shall be designed for continuous duty handling pumped media of 40°C
(104°F) and capable of up to 15 evenly spaced starts per hour. The rotor bars and short circuit rings shall be made of
cast aluminum. Thermal switches set to open at 125°C (260°F) shall be embedded in the stator lead coils to monitor the
temperature of each phase winding. These thermal switches shall be used in conjunction with and supplemental to
external motor overload protection and shall be connected to the control panel. The junction chamber containing the
terminal board, shall be hermetically sealed from the motor by an elastomer 0-ring seal. Connection between the cable
conductors and stator leads shall be made with threaded compression type binding posts permanently affixed to a
terminal board. Wire nuts or crimping type connection devices are not acceptable. The motor and pump shall be
designed and assembled by the same manufacturer.
The combined service factor combined effect of voltage, frequency and specific gravity) shall be a minimum of 1.15.
( g, q Y P g ty)
The motor shall have a voltage tolerance of plus or minus 10%. The motor shall be designed for operation up to 40°C
(104'F) ambient and with a temperature rise not to exceed 80°C. A performance chart shall be provided showing
curves for torque, current, power factor, input/output kW and efficiency. This chart shall also include data on starting
current and torque.
0 The power cable shall be sized according to the NEC and ICEA standards and shall be of sufficient length to reach the
junction box without the need of any splices. The outer jacket of the cable shall be oil resistant chloroprene rubber.
' The motor and cable shall be capable of continuous submergence underwater without loss of watertight integrity to a
depth of 65 feet.
The motor horsepower shall be adequate so that the pump is non -overloading throughout the entire pump performance
curve from shut-off through run -out.
BEARINGS
The pump shaft shall rotate on two bearings. Motor bearings shall be permanently grease lubricated. The upper
bearing shall be a single roller bearing. The lower bearing shall be a two row angular contact bearing to compensate for
axial thrust and radial forces. Single row lower bearings are not acceptable.
MECHANICAL SEAL
Each pump shall be provided with a tandem mechanical shaft seal system consisting of two totally independent seal
assemblies. The seals shall operate in an oil reservoir that hydrodynamically lubricates' the lapped seal faces at a
constant rate. The lower, primary seal unit, located between the pump and the oil chamber, shall contain one stationary
and one positively driven rotating tungsten -carbide ring. The upper, secondary seal unit, located between the oil
chamber and the motor housing, shall contain one stationary tungsten -carbide seal ring and one positively driven
rotating carbon seal ring. Each seal interface shall be held in contact by its own spring system. The seals shall require
neither maintenance nor adjustment nor depend on direction of rotation for sealing. For special applications, other
seal face materials shall be available.
The following seal types shall not be considered acceptable nor equal to the dual independent seal specified: shaft seals
without positively driven rotating members, or conventional double mechanical seals containing either a common
single or double spring acting between the upper and lower seal faces. Cartridge type systems will not be acceptable.
allo system requiring a pressure differential to offset pressure and to effect sealing shall be used.
Each pump shall be provided with an oil chamber for the shaft sealing system. The oil chamber shall be designed to
prevent overfilling and to provide oil expansion capacity. The drain and inspection plug, with positive anti -leak seal
shall be easily accessible from the outside. The seal system shall not rely upon the pumped media for lubrication. The
motor shall be able to operate dry without damage while pumping under load.
F

PUMP SHAFT
Pump and motor shaft shall be the same unit. The pump shaft is an extension of the motor shaft. Couplings shall not be
acceptable. The pump shaft shall be Carbon Steel C1035 and shall be completely isolated from the pumped liquid.
IMPELLER
The impeller(s) shall be of gray cast iron, Class 30, dynamically balanced, double shrouded non -clogging design having
a long throughlet without acute turns. The impeller(s) shall be capable of handling solids, fibrous materials, heavy
sludge and other matter found in wastewater. Whenever possible, a full vaned, not vortex, impeller shall be used for
maximum hydraulic efficiency; thus, reducing operating costs. Mass moment of inertia calculations shall be provided
1 by the pump manufacturer upon request. Impeller(s) shall be keyed to the shaft, retained with an allen head bolt and
shall be capable of passing a minimum 3 inch diameter solid. All impellers shall be coated with alkyd resin primer.
WEAR RINGS
A wear ring system shall be used to provide efficient sealing between the volute and suction inlet of the impeller. Each
pump shall be equipped with a nitrile rubber coated steel ring insert that is drive fitted to the volute inlet.
IThis pump shall also have a stainless steel impeller wear ring heat -shrink fitted onto the suction inlet of the impeller.
VOLUTE
Pump volute(s) shall be single -piece grey cast iron, Class 30, non -concentric design with smooth passages large enough
to pass any solids that may enter the impeller. Minimum inlet and discharge size shall be as specified.
PROTECTION
All stators shall incorporate thermal switches in series to monitor the temperature of each phase winding. At 125°C
(2600F) the thermal switches shall open, stop the motor and activate an alarm.
1 A leakage sensor shall be installed to detect water in the stator chamber. The Float Leakage Sensor (FLS) is a small
float switch used to detect the presence of water in the stator chamber. When activated, the FLS will stop the motor and
send an:alarm both local and/or remote. USE OF VOLTAGE SENSITIVE SOLID STATE SENSORS AND TRIP
TEMPERATURE ABOVE 125°C (260°F) SHALL NOT BE ALLOWED.
The thermal switches and FLS shall be connected to a Mini CAS (Control and Status) monitoring unit. The Mini CAS
shall be designed to be mounted in any control panel.
7
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I G K
�-S -
I�_
?I 5 s
I 3"GUIDE BAR (2x)
1 (SCHEDULE 40 PIPE)
(NOT BY 1TT FLYGT, CUT
TO LENGTH AT ASSAY)
STD. CLASS 125
C.I. FLANGE
(NOM. SIZE)
1 I
F Eo
1
2 ❑ :U
C P/N P-3201
Section 4 FLY�T Outline Dimensions
Issued: 11/00 I Supersedes: 3/96
ACCESS COVER
REF. LINE Z
e (CLEAR INSIDE EDGE)
4 16
TYPICAL SIMPLEX
POWER CABLE
TYPICAL DUPLEX
0. NOTES:
' H 1. DIM. TO ENDS OF GUIDE
BARS:;
2. REPRESENTS CLEAR
MIN. LIQUID LEVEL INSIDE EDGE OF ACCESS
FRAME OR
TI OPENING,
3. SEE STATION DWG.
T FOR COMPLETE INSTALLATION
DIMENSIONS.
W ( WHEN )
`REQUIRED)
REF. LINED
--1 A
k' DISCH. ]� C
-� B t DIA. ANCHOR 'k
VIEW OZ — ZQ
BOLT (4x)
�k ALSO AVAILABLE IN STAINLESS STEEL
ALL DIMENSIONS IN INCHES
V MIN.
NOM.
SIZE
MODEL
VERSION
WEIGHT
(LBS)
PUMP
DISCH
Cl/SST
Cl/SST
4
CP
SH
1110/ N/A
80/ N/A
6
CP
HT
1135/1235
120/ N/A
8
CP
HT
1135/1235
150/160
8
CP/NPI
MT
1235/1280
175/ N/A,
10
C P N P
MT
1235/1280
200/225
LT
1415/ N/A
455/ N/A
ECP
CP
LT
1415/ N/A
465/ N/A
NOM
DIMENSIONAL
CHART
SIZE
MODEL
VERSION
A.
B
C
D
E
.F
G
H
J
IKIL
MI
N
IP
'R
S
T
U
V
W
4"
CP
SH
a
9a
74
3B
104
154
10
50
41-
221-z
38
10
112
101
47
264
17
24
29
4
6
CP
H T
2 g
11
10
5
13
17
11
50
5 a
222
38
10 z
11
107.
492
264
18
24
38
2
8
CP
HT
31
11
10
5
134
174
121
50
6 z
222
38
1'0 z
11
1 DZ
512
264
19
24
38
2
8 '
CP NP
M T
3 2
11
10
5
144
17a
12 4
502
6 4
24a
44a
13
16;
14Z
574
282
19
2;
39
4
10�CP
NP
MT
124194
10
5
131174144504
6
242
44
12416d
144
61
264
19
24
39
5
12
CP
LT
78
194
204
10g
262
312
17
532
104
272
48}
12
18�
152
692
314
26
3
39
0
4
CP
LT
7
19a
20a
10
26Z
332
16
53Z
104
27
48a
12 z
i B
15Z
71 z
31 4
26
3
39
0
Sai20'd 2LLB VOS baL
ONI NOS-1?3d0 -1 la390N LS:60 b00Z-ZZ-d3S

CP/NP-3201
e-Catalog
I FL GT
+
Lift Station Dimensions
I Issued: 02/01
1 Supersedes: 04/96
PIT
Simplex
S
CLEAR INSIDE
EDGE@
T
GROUT
C'
A
H DIA.
OF ACCESS FRAME
CIRCLE
2"
GROUT,
CABLE HOLDER CIRCLE
O�
4 ANCHOR
i'
BOLT (4x)
REF. POINT
41
'
+
I
I
PIT, PUMP '
I
OO AND UPPER
V W GUIDE BAR-
-
F,
1
X
+
BRACKET
D
R FURTHEST PROTRUSION
1
OF ACCESS FRAME
ITT FLYGT MIX
-
--'�
FROM CENTER OF PIT.
FLUSH VALVE
B
PIT
(OPTIONAL)
ZO
TOP VIEW
BASE SECTION
ALL DIMENSIONS ARE IN INCHES
ALSO AVAILABLE IN STAINLESS STEEL
DIMENSIONAL CHART
MODEL
NOM'
SIZE
VERSION
STATION COVER
A B 1 C I D I F G H I R I S T U ICVWW SIZE V W X Y Z AD
CP
ZL
SH
a
9e
I 74
3e L
11514
0
50
1 414
20
152
72
11z
17
FLE-8 36 x 48
332
47
17
452
59
4
CP
HT
2'
11
10
5
171
3
45
394
224
17
96
14
18
FLE-8 36 x 48
331
47
17
452
59
4
CID
8'
HT
32
11
10
5
171
5
46
464
164
91,
96
192'
19
FLE-8 36 x 48
331
47
17
451
59
4
CP NP
"
31
11
10
5
174
2
62
454
18
11
120
191
19
FLE-8 36 x 48
33z
47
17
452
59
.4
CP NP
"
M
12z
19;
70
5
17
2
62
421
22
13
120
247
19
FLE-8 36 x 48
333
47
18
45�
59
4
C
LT
7g
i9;
20;
108'
T
4
65
53
234
12
144
27z
26
FLED-16 48 x 54
44
59
22
51
65
4
CP
"
LT
78
194
2014
1O1
33�
41
65
547'
23�
104
144
31
26
FLED-16 48 x 54
44
59
22
51
55
4
D u p'I .e x
S
PIT
A
T
OUT
H DIA.
CIRCLE
2" TYP9)
CABLE HOLDER
GROUT
CIRCLE
REF. POINT
-'�
XA;l
I
U
OO
PIT:.:
W
it
XB
/
ITT FLYGT MIX \\
- --
R
FURTHEST PROTRUSION
CLEAR INSID EDGE2)
OF ACCESS FRAME
" ANCHORS
BOLT (8x)
t
-{ -1 1-1:
TYP.
D
PUMP AND
UPPER GUIDE
BAR BRACKET
TYP.
FLUSH VALVE OF ACCESS FRAME I
(OPTIONAL) ZOO FROM CENTER OF PIT. B I 41. � PIT
TOP VIEW BASESECTION
ALL DIMENSIONS ARE IN INCHES ALSO AVAILABLE IN STAINLESS STEEL
r
DIMENSIONAL CHART
NOM.
STATION COVER
MODEL
SIZE
VERSION
A
B
C
I D
F
I G
H
IR
IS
T
U
IQVMW
PL
SIZE
V
W
XAIXQI
Y
I Z
AD
"
H
4
gj
74
1 3j
154
0
60
152-11
21
161'
84
114
1 17
141
FLED-17 48 x 72
69
83
35 1
— 1
44
59
4
CP
"
HT
2j
11
10
1 5
171
0
68
156
118
121
461
14
1 18
19
FLED-17 48 x 72
59
8J
33
— 1
44
59
4
CP
"HT
3}
11
10
5
171
0
68
156
20�
132
96
193
19
19
FLED-17 4B x 72
69
83
33
—
44
59
4
P NP
M T
3�
11
10
5
174
0
86
59
21b
14}
120
igil
19
25
FLE— 8 35 x 48 (2x)
33
97
41
43
45}
59
4
CP NP
MT
12i
1 4
10
5
17a
0
92
59
23
144
120
24�
19
25
FLE-8 36 x 48 (2x)
337
97
41
43
45
59
4
CP
"
LT
7
1 4
204
10g
31
0
104.1
73
1221
-I-6T
144
277'1
26
1 28
ED-16 48 x 54 (2x
44
1130
47
47
51
65
4
CP
"
L
7
19a
20;
10g
33J
0
704
722
24=
I1
144
31
1 26
1 28
LED-16 48 x 54-(2xl
44
1130
_IZJ
47
51
65
4
d 2LLB b0S VOL
SN I NOS-NUD -1 IdEISO2l LS : 60 VOOE-EZ-dSS

e-Catalog
FLYGT
VENT PI
MIN.
11 1—
DISCHARGERGE
ELEVATION
--FT—IN
DEPTH OF WELL D
__FT_I N
INTERMEDIATE
GUIDE BAR BRKT_
USED FOR GUIDE
BARS OVER 20 FT.
LONG)
C PIN P-3201
Lift Station Dimensions I Issued: 02/01 I Supersedes: 04/96
ITT FLYGT CONTROL CENTER
SUBJECT TO ENGINEER'S SPECIFICATIONS
UPPER GUIDE (WALL, POLE, OR PEDESTAL MOUNTING)
BAR BRACKET
JUNCTION BOXES (NOT SHOWN) FOR THE
CABLE HOLDER PUMP CABLES MUST BE LOCATED ABOVE
O
ACCESS COVER THE FLOOD ELEVATION.
AD GROUT GROUND EL ,FT__INO
d
I
1
iU ! I.D.
I
STD. CLASP 125
C.I. FLANG
(NOM. SIZE)
O NOTES:
1. INDICATES INFORMATION TO BE DETERMINED
BY OTHERS.
2. LOCATE ANCHOR BOLTS USING CLEAR INSIDE
EDGE OF ACCESS FRAME AND CENTER LINE
OF PUMP AS REF. POINT. BOLT LOCATIONS
MUST BE HELD TO MAINTAIN EXACT POSITION
OF PUMP RELATIVE TO ACCESS FRAME.
3. GROUT OPENING FOR ACCESS FRAME.
4. COVER SHOWN IS FOR STANDARD DUTY ANGLE
FRAME. FOR ADDITIONAL DIMENSIONS ON
STANDARD DUTY TROUGH FRAME, HEAVY DUTY
ANGLE FRAME AND HEAVY DUTY TROUGH FRAME,
CONSULT ITT FLYGT CORP. ENGINEERING DEPT.
ELL8 b0S b0L
OI
INFLUEPIPENTI I ELECTRIC
POWER CABLE
_DIA.'I 1
EL. _FT__IN�
ALARM ON FT�INC)
LAG PUMP ON _FT__IN0
(DUPLEX ONLY)
ITT FLYGT LIQUID LEVEL
SENSOR (4x DUPLEX. 3x SIMPLEX)
LEAD PUMP ON __FT,IN(D
GUIDE BAR, GALVANIZED
SCHEDULE 40 PIPE)
NOT BY ITT FLYGT)
4x DUPLEX, 2x SIMPLEX)
PREFABRICATED REINFORCED
CONCRETE PIPE
MIN. LIQUID LEVEL MUST NOT
FALL BELOW TOP OF VOLUTE
PUMPS OFF __FT__IN(D
ALSO ALTERNATES
LEAD / LAG SEQUENCE) MW
BASE ELEVATION _FT__INO
ANCHOR BOLT (4x, 2" PROJECTION)
5. CONFIGURATION AND DIMS. SHOWN ARE SUGGESTED
REQUIREMENTS ONLY. ALL DETAILS, INCLUDING
SIZING OF PIT, TYPE, LOCATION AND
ARRANGEMENT OF VALVES AND PIPING, ETC. ARE
TO BE SPECIFIED BY THE CONSULTING ENGINEER
AND ARE SUBJECT TO HIS APPROVAL.
6. FOR PUMP DIMENSIONS REFER TO DIMENSIONAL
DRAWING.
._
1.. L n ff .axs
DN I NOS-IdUD -1 id390�i LS : 60 b00Z-EE-d3S

SERIES DB PORTABLE HOIST -
STANDARD FEATURES:
• TYPE-304 STAINLESS STEEL CONSTRUCTION
• 30 FEET OF 1 /4 STAINLESS STEEL CABLE
GALVANIZED 1 TON HOOK
• DUTTON—LAINSON MARINE GRADE BRAKE WINCH
• ADJUSTABLE REACH IN 1" INCREMENTS
OPTIONS:
• TYPE-316 CONSTRUCTION
• ADDITIONAL CABLE AVAILABLE (SPECIFY LENGTH)
• STAINLESS STEEL WINCH
• STAINLESS STEEL HOOK
• OTHER REACHES AVAILABLE UPON REQUEST
(CONSULT FACTORY)
M5
HALLIDEAY PRODUCTS
www.HallidayProducts.com
Phone [phone]
Fax [phone]
Sales®HallidayProducts.com
Q
MODEL
MAST
LOAD
UNIT WT.
Y
NO.
DIA.
(MAX.)
(LBS.)
D1636C
2 3/ 8"
300 LBS.
73
D2B36D
3 1 / 2"
1000 LBS.
96
D31336E
4" 11330
LBS4
136
ADJUSTABLE 24" — 36"
(STANDARD)
DUTTON—LAINSON CABLE
WINCH 1 /4" S.STL.
ASSEMBLY
60" OVERALL
HEIGHT
1 TON
HOOK
STATIC
LOOP
24" = 49"
°
DAVIT
36" = 34"
LIFTING
HEIGHT
NOTICE:
• HALLIDAY PRODUCTS STAINLESS
STEEL PORTABLE HOIST SHOULD
NOT BE USED TO MOVE`
MAST
PEOPLE OR LOADS ABOVE
PEOPLE.
•INSPECT CABLE AND HOOK
CONNECTIONS BEFORE EACH
USE.
PAGE 25
r
SER-DB-R

B. PUMP CONTROLS
Please also refer to sheets ES1 and ES2

Typical Duplex Control Panel Specification
A. Enclosure:
1. Provide a NEMA 4X enclosure constructed of Stainless Steel.
2. Include removable inner swing panel fabricated of aluminum having a minimum thickness of
.080 inches mounted on a continuous stainless steel piano type hinge.
a. Panel shall be of adequate size to completely cover all wiring and components mounted
on the back panel and shall make .provisions for the mounting of all basic and optional
controls and instruments.
b. Panel shall have a minimum horizontal swing of 900 and shall be held in the closed
position with straight slot screws.
3. Provide removable back panel of 12 gauge steel, attached to enclosure on collar studs,
and of adequate size to accommodate all basic and optional components.
a. Mount components to back panel securely utilizing screws and lock -washers.
b. Tap panel to accept mounting screws.
C. Do not use any self -tapping screws.
4. Back panel to be painted with two coats of white epoxy enamel.
5. Provide engraved nameplates on door mounted hardware.
6. For enclosures containing V*S drives or electronic softstarts, proper ventilation, (fan(s) and
filters shall be furnished.
B. Motor starters:
Provide for each motor a NEMA rated reduce voltage, electronic "soft start" starter as
manufactured by Square D or equal.
C. Components:
1. Provide "H-O-A" switches for each motor.
a. Provide UL rated, heavy duty, 600 VAC, oil -tight switches.
b. "Hand" position not to override motor overload shutdown.
2. Provide the following components with the panel:
a.
Pilot run light for each motor.
b.
Lockable enclosure.
C.
Condensation heater.
1I
.1
d.
Phase protection.
e.
High level alarm indication light.
I f.
Alarm horn silence.
g.
GFI 20A duplex receptacle with stainless steel cover.
h.
Control relays.
i.
Remote alarm terminals.
'
k.
"Seal failure" indicator lamp.
1.
"High temperature" indicator lamp.
D. Pump alternator relay:
1. Provide relay of electronic design with three position toggle switch to override automatic
alternator and provide manual selection of either Pump No. 1 or No. 2 as the "LEAD" pump.
I
I

E. High temperature shutdown:
1. Provide high temperature shutdown for each motor utilizing the temperature switches embedded
in the motor windings.
a. Under high temperature conditions switch shall open, de -energizing the motor starter
and stopping the pump motor.
F. Moisture detector control:
1. Provide for each pump a moisture sensor which will detect moisture in the stator
chamber.
2. Detection of moisture by the sensor shall disrupt the motor starting circuit of the pump involved.
3. Motor shall remain inoperative until problem is corrected and the control circuit is manually rest.
G. Provide the following components and mount on the back plate:
1. Provide a 115V control circuit transformer (open core and coil type) with primary fuses and
secondary circuit breaker for:
a. Control
2. Provide lightning arrester.
3. Provide power terminals and control terminals.
H. Design control sequence so that panel is functioning automatically again after a power failure and
manual reset is not necessary.
I. Provide a terminal board for connection of line, pump leads and level sensors.
J. Provide elapsed time meter wired to each motor starter, six digit, non-resettable, to indicate total
running time in hours and tenths.
K. Provide high water alarm activated by mercury float switch.
1. Include front panel mounted silence switch.
2. Provide 115 volt AC, 40 watt, vapor tight, alarm light with red globe, guard and mounting
hardware.
a. Mount on side of panel.
3. Provide 115 volt AC, single projection, vibrating type horn with weatherproof housing, including
mounting lugs and conduit tap.
4. Horn and light to operate simultaneously under alarm conditions.
5. Horn and light to be on at high level.
L. Relays:
1. Provide plug in type.
2. Provide Idec, Allen Bradley, Potter and Brunefreld, Diversified Electronics, or Square D relays
and sockets.
3. Provide silver cadmium oxide contacts.
M. Electrical Schematic:
1. Provide a laminated electrical schematic diagram of the pump controls including terminal board
connections.
2. Permanently mount on the inside of the enclosure door.
N. All attachment screws are to be stainless steel.
O. Manufacturer:
1 1. All control components, starters, relays, contacts, etc. shall be manufactured in the United States.
I

I P. Wiring:
1. Unit to be completely factory wired except for power supply, motor connections and mercury
float switches.
a. Company with applicable standards of National Electric Code.
b. Color code and number as indicated on factory wiring diagram.
2. Electrically ground all components to a common ground screw mounted on the removable back
panel.
3. Neatly group all wiring in plastic wire troughs except wiring from the backplate shall be done in
separate bundled harnesses for control circuits.
4. The panel shall bear a UL508 label.
Q. Level control and motor power cable:
1. Provide cable of adequate length to terminate in control panel without splicing.
R. General:
1. The control panel shall be furnished by the pump supplier.
I
I
1
1
I

MS-PIPE-1
6003050
1
1
i
1
1
WIRELESS TELEMETRY
Wireless telemetry shall be provided by Mission Communications.
G A60030501D—%S—r Specs\wireless telemetry.doc
LANDDESIGN, INC.

N
L
1
I
I
1
fl
Model 100 Hardware, Communications and Control Center'Specifications
Overview
Mission offers a revolutionary, turnkey monitoring and control system to manage
remote sites. Initially, some people think of the Model 100 as an advanced
wireless autodialer. Mission will show it. is also an automated management
system, primarily for pumping stations and the people who maintain them. The
Model 100 RTU has 8 digital, 2 analog and 1 electronic key reader inputs, and
3 outputs. It typically installs in two hours or less. The wireless communication
is through the ultra -reliable cellular digital control channel to Mission's automat-
ed Control Center. The Model 100 works anywhere in the U.S. and dependably
performs in remote or hilly areas where regular cellular doesn't.
The data is collected at your secure web site that Mission provides. Your infor-
mation is displayed on an easy to understand graphic depiction of your water
system. Log on and get a real time snapshot of all RTU's with alarms or
AC failures detailed in a single glance. Mission's system can
also blend with existing radio SCADA systems and send data
right to the host HMI computer. Mission's automated Control
Center simultaneously generates alarm and status notifications
to your personnel via all pagers, e-mail, faxes, voice phone calls
or TCP/IP. All alarms are easily confirmed by time arid- recipient.
Electronic RTU service keys document and log service person-
nel site inspections and maintenance. Mission can supply you
with virtually all information needed for CMOM/state EPA reporting for your pump stations; from rainfall/wet
weather event documentation, I &'I estimates, pump station performance and maintenance, to alarms and
documented responses.
General Description
For the first time, this industry has available a truly low cost, wireless monitoring and control RTU that will work virtually
everywhere you want, and will outperform autodialers and most long range radios. It's extremely easy to use, and it's
small enough to fit inside an existing PLC's NEMA enclosure. Messages arrive at Mission Control from field RTU's
located anywhere in the country,in 2 seconds or less. Mission then delivers the alarm or status message to your existing
phones, pagers, faxes, etc., in addition to storing the event at your custom Mission web site. There are no cellular con-
tracts or licenses to obtain. Mission handles all hardware and services.
In addition to more standard SCADA functions such as reporting general alarms, pump run times, pump starts, meter
reading and well or tank level monitoring, etc., Mission's system has a number of unique abilities. Mission actually
analyses pump performance on a daily basis using customized, long term statistical formulas. When Mission detects
abnormal pump performance, it automatically notifies you of the trouble. Catch problems before they become cata-
strophic failures. Mission has unique alarm notification scheduling, alarm receipt confirmation abilities and extensive
event and service personnel tracking. On-line diagnostics provide a multi -point snapshot of each wireless link. This
gives you system confidence and helps you proactively make sure your information keeps flowing.
The system continuously self tests and automatically generates and delivers management reports. Now supervisors can
conveniently oversee what's happening, who's responding and when it happened. And only Mission can bring you this
level of performance, reliability, flexibility and convenience at breakthrough prices. All this at half or less than the price
of autod!alers and about half the monthly phone line costs! Replacing costly phone lines,can save $300 per site per year.
See How Much Money Today's Technology Can Save You
MISSION Communications
Atlanta, Georgia
WWW.123MC.COM
Office:678-969-0021
Toll Free: 877-993-1911
Fax:[phone] Patents Pending

I
a
1
1
I
System Features and Benefits
Hardware
✓ Utilizes ultra -reliable cellular digital controlchannel
data transmission, not standard voice channels
✓ Nation-wide service with unmatched rural
geographic reach
✓ Full 3=watt digital cellular radio included
✓ No radio networks or repeaters to maintain
✓ Full two-way system, reports alarms and is remotely
controllable
✓ Units automatically self enroll into system, no
installation delays
✓ Automatic run away alarm shut down
✓ Daily testing of each unit
✓ Up to 8 supervised trip; inputs plus 2 analog
✓ 3 remotely controllable relay outputs
✓ Up to 3 pumps monitored for run times/starts
✓ 2 optional pulse counting inputs
✓ Exclusive access control reporting to web site
✓ Supervised 1.2 amp power supply with battery
backup included
✓ Cellular fraud protected
✓ Optional direct wet well float monitoring module
Mission Control Web Site, Monitoring / Notification
✓ Mission Control web site accessible from any
computer; password protected and read/write or
read only by individual login and/or by web page.
✓ Explorer 3.0 and higher, Netscape 3.0 and higher,
AOL compatible
✓ All tests, alarms, remote commands and status
updates logged/archived at web site
✓ Optional reporting and archiving of all remote site
entries/exits by user name and time
✓ Tests include current and historic signal strength
values, current and historic transmission attempts
counters and network outage reports
✓ All Mission facilities secured and backed up
✓ Automatic alarm notification to numeric or
alphanumeric pagers, faxes or e-mail
Technical Specifications — Field Hardware
Digital, Analog and Pulse Counting Inputs
✓ 8 dry contact digital inputs. Inputs are end of line
supervised with parallel to relay contact resistor (1 K
ohm). Programmable to send alarm on open, close
or input wiring trouble.
✓ Inputs 1, 2 & 3 can be programmed as pump run time
accumulators. In this configuration they have no
alarm reporting function. Run time values reported
every day or on demand. Simultaneous (both pumps)
run time reported also.
✓ Pump starts accumulated daily or weekly. Excess
pump starts reported immediately.
✓ 2 analog inputs, 4-20 mA or 0-5VDC, jumper selectable
✓ Analog inputs have 10 bit resolution, 4 alarm set points
per input, and can operate in 2 additional modes:'
✓ Automated voice messages to telephones, cell
phones or private radio dispatch trunks
✓ Powerful alarm notification scheduler changes call
list by time/date and .alarm type
✓ All alarm notification deliveries confirmed by time
and user
✓ Automatic supervisor updates
✓ Automatic activity log file transfer to customer
archive site
✓ Web site control of outputs
✓ On demand surge flow reporting to web site
✓ Optional multi system/wide area unit status viewing
a) reporting daily high and low values,
b) reporting current values on demand or at a
specified time.
✓ 2'optional pulse counting inputs. Dry contact input
needed. Both pulse counter values sent daily. Values
can be scaled to customer requirements. Scaled val-
ues numerically and graphically displayed on web
site. Minimum pulse duration 100 milliseconds.
Suggested maximum daily pulse count not to exceed
25,000.
Earth ground (optional)
✓ All inputs/connections are arc gap/transient
protected

' Outputs
1
[1
1
✓ 3 form C dry contact outputs (1 amp @ 12VDC),
N.O./N.C.
Relay 1 defaults to remotely controlled. Can be
toggled for 2 seconds as -a reset trigger.
Relay 2 defaults to remotely controlled.
Relay 3 defaults to remotely controlled.
✓ Outputs are web site controllable. Outputs to be used
for occasional/emergency use only.
Power Supply
✓ 100 mA, 12VDC auxiliary power supply.
Reverse polarity protected. Resetable PTC fused.
Used for alarm bell or optional heater.
✓ Primary power is AC input from 40 VA, 12 VAC UL
Class C transformer.
✓ 12 volt, 4 ah sealed lead acid battery (7 ah optional).
✓ Supervised battery charging circuit. Reverse polarity
protected. Fused at 4 amps.
✓ Alarms on AC failure (default 3 minutes), battery test
fail and low (below 10.2 VDC) battery.
✓ Radio and unit sleep mode at 9.8 VDC (current less
than 1 mA) to prevent deep discharge of battery.
Site Access Control
Electronic key reader input designed for use with long
lasting, durable electronic keys. There are no batteries
to wear out. Keys put RTU in service mode and record
on -site times of personnel. Service mode prevents
erroneous false alarm notification during service. Unit
reports key number used. Key use recorded at web site.
Unrecognized key numbers can generate a call list
alarm.
Radio
AMPS compatible control channel cellular radio
(Standard Communications or Ericsson)
►► Maximum 3 watt transmitter
►► Receiver sensitivity —115 db
►► 42 channels, auto frequency scanning
►► 10 k baud data transmission rate (typically 120
milliseconds)
LED's
8 vertical LED's have two display modes: diagnostic or
signal strength.
LED
Normal Operating
Signal Strength
1
Tuned to system A or;B
-75 db
2
Cellular service/proper
SID
-80 db
3
Transmitting message
-85 db
4
Cell tower message
acknowledgement 1
-90 db
5
Remote command
received
-95 db
6
Electronic key read
-100 db
7
Unit trouble
-105 db
8
Battery trouble
-110 db
Antenna
►► Standard 5 db gain omnidirectional antenna
with NMO mount
►► Optional 8 db gain YAGI antenna
►► Optional 15 and 40 foot quick install antenna
mast
►► Optional low profile attack resistant antenna
Physical
►► M100 enclosure (NEMA1) 11"h x 11"w x 31/2"d,
add 13"h for standard antenna
►► M102 enclosure (NEMA4) 131/4"h x 133/4"w
x 55/8"d, add 13"h for°standard antenna
►► M103 enclosure (NEMA1 "FlatPak") 77/8"h x
101/2"w x 13/e"d
►► Weight, 2.5 Ibs
N Black enamel, 18 gauge, powder coated steel
with 3 mounting holes
►► Operating temperature — 20 F to + 160 F
►► 0 to 100% humidity, condensing

F
i
1
1
Mission Control Services
Web Site — General
✓ Internet Explorer 3.0 and higher compatible
✓ Netscape 3.0 and higher compatible
✓ AOL compatible
✓ All user access password protected
Web Site Monitoring Services
✓ Web site user access setup, additions, deletions
✓ Web site access to:
❑ Alarm messages, by unit, by group and by all
❑ Notification attempts, results
❑ Delivery verification/cancellation results
❑ Field unit transmission test results
❑ Pump run time and analysis, data and graphs
❑ Current flow or meter readings (optional)
❑ Rainfall data and graphs (optional)
❑ Site access by person and time
✓ On demand 'field unit transmission tests
✓ On demand reads of flow or meter readings
✓ Setup, additions, deletions of:
❑ Field units
❑ Surge flow reporting groups
o Notification delivery destinations
❑ Notification schedules
❑ Supervisory alarm response activity
❑ Weekly supervisory report delivery
❑ Access control keys/users
❑ Normal/off normal access times
✓ Remote unit or channel shutdown/wake up
✓ Remote unit reporting changes
✓ Remote control of field unit relays
✓ Activate/deactivate surge flow reporting
✓ Activate/deactivate reporting of individual inputs.
Copyright ©1999-2002 MISSION Communications
Wonderware is a registered trademark of Wonderware Corporation
Intellution is a registered trademark of Intellution, Inc.
All Rights Reserved
Patents Pending
Specifications subject to change without notice.
Web Site Notification Services
✓ Alarm notifications to:
❑ Numeric pagers
❑ Alphanumeric pagers
❑ Dial up voice reportingl to any phone(s)
o Two-way pagers
❑ E-mail addresses
❑ Fax machines
❑ Digital phones, text
o Host HMI computer using Wonderware® or Intellution®
✓ .Alarm notifications to unlimited delivery destinations
per event
✓ Pump run time variance alerts to fax, e-mail and pagers
✓ Sequential or.concurrent!alarm notification attempts
✓ All alarm notification messages have embedded
cancellation code
✓ Toll -free alarm delivery confirmation service records
who and when alarms were accepted
✓ All notification attempts and cancellations logged
✓ Daily, weekly and holiday„" on duty" notification
schedules
"On duty" notification schedules by unit, unit group or
by digital input type
✓ Primary, backup and supervisors notification call lists
✓ Runaway shutdown/suppression
✓ Programmable delayed reporting by input
✓ Numerous false alarm suppression features
Web Site Administrative Reports
✓ Weekly summary reports 'can go to 8 different supervisors
or departments
✓ Weekly system summary !,:includes:
❑ Report of all alarms and pump run time variance alerts
❑ Pump starts with excess starts alert
❑ Personnel response times to alarms
❑ Report of unit transmission attempts and test status
❑ Log of site visits by person and time
Web site on demand historical report generator:
❑ Alarms by unit
❑ Alarms by time period
❑ Alarms by group
❑ Historical signal strength
a Alarm response time by user/delivery destination
❑ Non response by user/delivery destination
❑ Historical pump run times and variance analysis

0
1
1
0
C. ODOR CONTROL
d
I]

FAX VERSION
(Printed literature available from your Peacemaker rep.)
Odor Control Made.Easy .. .
PEACEMAKER TMOXIDIZING
DRY AIR SCRUBBERS
New :ied-bed technology designed for the control of Hydrogen sulfide,
As --n-rated
mercaptans, ammonia, amines and other malodorous compouru.� b. i..
in wastewater collections and treatment systems.
Lift Stations • Air Relief Valves • Grit Rooms
• Headworks • Sludge Processing '

I
e
I
1
Easy peace' , n.
1. onea who who makes peace or recon-
ciles parties at variance.
2. allays agitation, calms.
A NEW SOLUTION FOR AN OLD PROBLEM
Sometimes it's the easiest - and least expensive - solution which works the best. Elegantly simple,
PEACEMAKER" (brand) scrubbers are compact, good looking, safe to use and easily installed. There
is but one moving part -- an exhaust fan. The negative pressure created prevents malodorous air from
leaking out of the enclosed area from which air is being drawn into areas which would generate com-
plaints.
Only one thing can happen -- foul air goes in, clean air comes out. Vessel design is integral to -the per-
formance of the system. Air is pulled through dual chambers and diffused in a manner to maximize
distribution and contact with treatment media and chemicals. Demand dependent, chlorine dioxide -
releasing media in the first chamber is for oxidizing the worst odors. Sustained -released
PERSNICKETY® CountervailantTM media in the second chamber is for polishing the rest. The result is
safe, extremely effective, broad-spectrum malodor control. Each technology has a critical role to play:
The Oxidizing Chemistry
The worst malodors are sulfur -based. The main culprit is hydrogen sulfide (H2S). PEACEMAKERTM
scrubbers destroy H2S and mercaptans using chlorine dioxide, which is an extremely powerful oxidiz-
ing agent. For example, one pound of chlorine dioxide is equivalent in oxidation power to 2.5 pounds
of chlorine; 3.8 pounds of potassium permanganate. And, because chlorine dioxide reacts selectively
and primarily with only the most offensive odor producing compounds, PEACEMAKERT"' scrubbers
will normally provide a much longer service life than competitive products such as activated carbon.
Similarly, chlorine dioxide will remain intact longer than chlorine, hypochlorite, peroxide and perman-
ganate. Unwanted reactions do not occur. Power is not needlessly spent. Chlorine dioxide remains
available and ready on demand, providing > 99 percent removal efficiency on H2S and mercaptans .
The Polishing Chemistry
Polishing chemistry provides for. the removal of malodors which are largely nitrogen -based, such as
ammonia and methylamine. The media has adsorption properties of its own, but is also impregnated
with PERSNICKETY® CountervailantTM, a complex and broadly useful technology. Malodor molecules
contain one or more chemically reactive groups called osmophores. Polishing reactions with these
groups are varied, but are most commonly electrostatic and/or polymeric.
0

per- snick'e•ty, a. (Colloquial -Scottish dialect)
1. showing extremely careful treatment.
2. fussy, fastidious.
The worst smelling malodors usually have the strongest electronegative charges, which are readily
drawn to the largely electropositive charges of PERSNICKETY® CountervailantTM. It works very much
like a magnet. The union either facilitates a chemical reaction or creates a large molecule of very low
vapor pressure. Reacted or adsorbed malodor molecules then allow the formation of a homopolymer
lattice which surrounds them. Osmophoric activity ceases. Bad smells are gone.
There are two PERSNICKETY® CountervailantTM polishing formulas available. One is odorless. The
other is slightly more reactive and has a clean, "soapy' smell.
SIZING PEACEMAKERTM SCRUBBERS
There are a number of standard PEACEMAKERTM models to choose from. When needed, custom
designs are provided.. Except for the smallest models, fans are individually tailored to air flow and static
pressure requirements. Proper scrubber and fan sizing depends solely upon good information. Ask
your PEACEMAKERTM representative for Form 550-A, "Information Required for Sizing PEACEMAK-
ERTM Oxidizing Dry Air Scrubbers". It is likely that you have on hand most or all of the information
needed. IMPORTANT NOTE: PEACEMAKERTM scrubbers are designed for the effective control of nui-
sance odor. They are not intended for dangerous levels of H2S in confined spaces unless specifically
designed to do so.
A PEEK INSIDE
The drawings below are representative. Actual dimensions can be found in the Specification Sheets
which are available on each model. Each scrubber is mounted on a skid. Footprints for standard mod-
els range from 20" x 28" to 60" x 60". Passive (no fan) versions are available, and are used mainly on air
relief valves.
Fan Speed Control
Clean Ak
Exhaust
1
Chan
Polishing
Oxidizing
Condensat
eg. of a Fan Chamber Model
Economic ...
NO CAPITAL COSTS
Motor
Fan Chamber
Intake
rfuser
7user
nbly
Polishing
Oxidizing I
Mixing
?AN STYLE
r Diffuser
Fan Speed
Control
Foul Air
Intake
it Diffuser
Condcnsate Dratn
eg. of a Ventilating Model
PEACEMAKERTM scrubbers are normally sized to provide a one-year service life. After one year, we
send you a new one, you send the old one back, freight collect. This benefits everyone. It insures
product performance and dependability. It insures the peace. And you never have to buy a scrubber. If
your requirements should change from year-to-year, simply switch to the appropriately sized PEACE-
MAKER. No more out -grown and useless capital equipment.

1
Here's how it works. For a very affordable annual fee, you LEASE, or RENT, or agree to EXCHANGE.
Ask your PEACEMAKERTM rep for pricing and Agreement details.
NO LABOR AND MAINTENANCE COSTS
There just isn't anything to do once you've turned on the fan. And there isn't anything that can go
wrong unless the fan gives out. It would be rare, but if such a thing happened, Syneco would send
you a new fan next -day air at no charge. You would install it in about thirty minutes.
There are no dangerous chemicals to buy and handle. No pumps, valves, bells and whistles to worry
about. No media change -outs. No expensive disposal problems -- Syneco Systems handles any dis-
posal or recycling required. Change -out may take two hours, once a year.
ANOTHER IMPORTANT ECONOMIC BENEFIT -- CORROSION CONTROL
Corrosion is substantially reduced. H2S accumulates in the head space of a sealed wet well or other
enclosed area. It is not unusual to find several hundred ppm H2S which eventually forms sulfuric
acid, a highly corrosive compound. When H2S is continuously drawn off and scrubbed, corrosion is
commonly reduced by more than ninety percent.
A Peaceful Process ...
WHO DOES WHAT AND WHEN?
Another strong advantage of PEACEMAKERTM scrubbers is the speed and ease with which you go
from problem to solution. Below is a typical example of the time -line and process from start to finish.
TASK TIME
1) You provide Syneco Systems with a completed Form No. 550-A, 7 days
"Information Required for Sizing PEACEMAKERTM Scrubbers."
We can help and advise.
2) Syneco will size a scrubber and submit a quote. 2 days
3) You decide. If it's a go, sign and return the Agreement. 7 days
4) Syneco manufactures and ships your scrubber. 28 days
5) You install it. < 1 day
START TO FINISH 45 days
Of course, if there is a custom design or bid process, the time -line will be extended. On the other
hand, some models are inventoried, and the process may take only two weeks. In any case, the soon-
er we start the sooner peace will descend.
Limited Warranty: Our only obligation shall be to replace or pay for any material proved defective.
Beyond the purchase price of materials supplied by us, we assume no liability for damages of any
kind and the user accepts the product "as is" and without warranties, expressed or implied. The suit-
ability of the product for an intended use shall be solely up to the user.
01999. All rights reserved. Syneco Systems, Inc.
Syneco Systems, Incorporated
4930 West 35th Street
St. Louis Park, Minnesota 55416-2612
Tel: [phone] Fax: [phone]
Form 550-Fax
9 / 99 CIB-26-F
e-mail: [e-mail]
www.synecosystems.com

Syneco Systems, Inc. Tele: 952-927-9215
4930 West 35th Street St. Fax: [phone]
Louis Park, MN 55416-2612 E-mail: [e-mail]
Peacemaker'' 900 Scrubber
Top View
1
1
0
1
36 1 /4"
73
Side View
—26 1 /4"�
58 1 /2"

INSTALLATION & OPERATION_
OF THE PEACEMAKER TM ODOR CONTROL DRY AIR SCRUBBER
- (Models 100, 300 & 900)
Step 1. Remove from shipping bag and inspect for damage.
Step 2. Do not remove the PEACEMAKER from the pallet but place the entire assembly on a firm base and
connect it to the electrical power according to specifications and your local regulations.
Step 3. Remove and save the plugs from the foul -air intake and exhaust. Connect PVC pipe from malodor
source to foul -air intake fitting.
Step 4. Connect exhaust stack and continue stack through wall or roof if scrubber is in an enclosed building.
Step 5. Turn on the fan.
Step 6. Remove and save the plug from the condensate drain located near the intake fitting.
to 4.
Extend exhaust stack through
; a wall or roof if scrubber
is in an enclosed building.
a
(By Installers)
■ i
■ � Q
i
Step 5•
Turn on fan.
Step 2.
Electrical "' "' " ` Steo 3.
connection to fan �-'-<�'`wt`� •�� Foul Air Intake Connection
Y:C2:
B In tallers
(By Installers
(
_
(Intake connection can be made to
— vent pipe as an alternative if it is as
large or larger than scrubber intake.
If inta
ke connection is goosenecked,
--- ------ -- — -- --', drill 3/8" weep hole at low point.
' MOUNTING SKID to drain condensate.)
Mounting Skid Base
I (By Installers) WET WELL
Step 6.
Remove
condensate plug
DISCONNECT & RETURN
Step L. Disconnect the power supply.
Step 2. Disconnect the PVC pipes leading to the scrubber; reinstall the intake and exhaust plugs
and condensate plug that were removed during installation.
Step 3. To arrange for pick-up, call: ❑ Roadway Express at 1-800-257-2837
❑ AAA Cooper at 1-800-633-7571 or
For convenience, you may use the enclosed Bill of Lading.
01999. All rights reserved. Syneco Systems, Inc. Form 553-A
e-mail: [e-mail] 8/99 CJB-62
www.synecosystems.com
VU SYNECO
S1rSTEMS
INCORPORATED

® ® = I ism. :
Individual Specification Sheets are available on each model. Drawings below are representative. See Specifications for actual dimensions. Passive (no
fan) units are available, and are used mainly on air relief valves. Syneco Systems reserves the right to change specifications without prior notice. In no
case shall such changes have an adverse effect on the performance of the product.
Fan Speed Control
A
Clean Air
Exhaust >
Chamber Disc >
Polishing Chamber >
Oxidizing Chamber >.
Foul Air
Intake >
Condensate Drain >
Models 100, 300,900
0 2003 Syneco Systems, Inc. All Rights Reserved.
JJJJ
s
'x
JJJJ
_ Blower Motor
Sealed Fan Chamber
—Blower Intake
t Air Diffuser
Air Diffuser
Assembly
Polishing Chamber
Oxidizing Chamber D
Mixing Chamber
FAN
Y
Models 450V- 6000V
Air Diffuser
] Fan Speed
Control
Foul Air
] Intake
-qKAir Diffuser
i �< Condensate Drain
Form No. 550-E

(BID SPECIFICATIONS FOR SYNECO SYSTEM'S INC. PEACEMAKERTM)
OXIDIZING DRY AIR SCRUBBER(S)
PART 1: GENERAL
1.01 SCOPE OF WORK
>1 A. The Contractor shall furnish and install, as shown on the drawings, a complete skid-
" mounted Dry Air Scrubbing System for the effective control of atmospheric hydrogen sul-
fide (H2S) and other sewage -based odors from an induced draft. air stream. The draft -
inducing fan shall have variable air flow control, and shall draw in air from the wet well
head space through oxidizing and polishing chambers to provide intimate contact with
treatment media.
1.02 RELATED WORK
A. Mechanical piping is included in Part 3: 3.01 B.1.
B. Concrete work is included in Part 3: 3.01 A.1.
I
C. Electrical work is included in Part 3: 3.01 A.2.
1.03 SUBMITTALS
A. Manufacturer shall, upon request, provide the following submittal's in order to establish
compliance with this section:
1. Manufacturer's Technical Data, including drawings.
2. Individual Model Specification Sheet detailing exterior and interior dimensions,
chamber sizes, material types and thickness, weight, packaging, storage and use con-
ditions.
3. Fan specifications.
' 4. Installation and start-up
instructions.
' 5. Return instructions.
6. Reference list of end -users with similar installations.

1.04 SYSTEM DESCRIPTION
A. The system shall remove HZS and other malodorous compounds from the air stream via
dry air oxidation chemistry and polishing chemistry. HZS oxidation shall be accomplished
via molecular contact with demand dependent, chlorine dioxide releasing media, oxidiz-
ing HZS molecules to inorganic sulfate. Other malodorous gases shall be treated by
CountervailantTM polishing chemistry. This chemistry shall include polymeric adsorption,
esterification, and neutralization properties.
B. The unit shall draw contaminated air from the lift station wet well into a mixing chamber
and through an air diffuser, which precedes the oxidizing chamber; through the oxidizing
chamber and second air diffuser, which precedes the polishing chamber; through the pol-
- ishing ng l atmaspheze. _Greater .than 44 percent of HZS shall be
removed by the scrubber.
1.05 QUALITY ASSURANCE
A. All of the equipment specified under this section shall be furnished by manufacturers who
are fully experienced, reputable and qualified in the manufacture of the equipment to be
furnished. The equipment shall be designed, constructed and installed in accordance with
the best practices and methods.
B. The Oxidizing Dry Air Scrubber specified herein shall be a PEACEMAKERTM Model
manufactured by Syneco Systems, Inc., or equal.
PART 2: PRODUCTS
2.01 GENERAL
O A. This section calls attention to certain features, but does not purport to cover all details of
construction of the equipment. Furnish and install the equipment complete in all details
and ready for operation.
B. All system appurtenances, which include the plumbing connection from the vessel's foul -
air intake to the malodor source, discharge ducting from exhaust to atmosphere (if
required), the electrical connection from the power source to the fan speed -control box
and a stable base on which to place mounting skid, shall be provided by installer as -
shown on the drawings. All components of the scrubber system shall be compatible with,
but not limited to the following compounds: hydrogen sulfide, chlorine dioxide, acids.
C. The dry air scrubber shall be designed to operate for a period of one year without chemi-
cal additions or the need to exchange or service the media. Disposal of expended media
shall be accomplished by the manufacturer at no additional cost to end -user. The design
parameters shall meet the following field conditions:
1. Wet well size: !!Z-.3CO Ft3
2. Average daily flow (dry weather): 1-- MGD
1 3. Peak daily flow (wet weather): l 1 & MGD

4. Peak hourly flow (wet weather):
19-7 .�D UP M
5. Pump capacity:
6. Vent pipe(s) size:
7. Average HZS loading:
2.02 PHYSICAL AND ELECTRICAL
A. Vessel
Z5o GPM
inches
6- 2.0 ppm
1. Scrubber vessels shall be constructed of rotationally molded High -Density Crosslinked
Polyethylene (HDXLPE). No other material shall be acceptable. The polyethylene
shall be of virgin material, containing no fillers. Pigments and ultraviolet stabilizers
shall be compounded at the time -of resin manufacture. The rotational molding process
shall be in accordance with ASTM D 1988-91, Type 1 only.
Minimum mechanical properties of the HDXLPE shall be as follows:
+ PROPERTY
UNITS
VALUE
Melt Index 190°/2160 g
g/10 min.
5.5
Density
g/ cc
0.934
Tensile @ yield 2"/min.
p.s.i.
2.100
Ultimate Elongation
%
440
J " Environmental Stress Crack
F50 (100% lgepal)
>1,000
Resistance Hours
F50 (100# lgepal)
>400
I Flexural Modulus
p.s.i.
72,000
Heat Distortion Temp. °C
66 p.s.i.
49
ARM Impact @ -40°C
ft/lbs
38
B. Mounting Skid
1. Scrubber mounting skid shall be constructed of rotationally molded Linear Low -
Density Polyethylene (LLDPE). The polyethylene shall be non -expanded, virgin mate-
rial, containing no fillers. Pigments and ultraviolet stabilizers shall be compounded at
the time of resin manufacture. Skid shall contain steel reinforcement appropriate for
the weight of the vessel placed upon it.
' C. Fan and Speed Control
1. Fan and speed control shall be appropriate for conditions of use and sized to provide
necessary net CFM to maintain a negative pressure in the wet well from which con-
taminated air is being drawn. All fans shall be inspected for balance, welding dimen-
sions, bearings, base connector points, overall workmanship. Fans shall conform to
r Underwriters Laboratories standards and applicable state and local electrical codes.
Ii�
kl�

PART 3: EXECUTION
3.01 INSTALLATION
A. Site and Utilities
1. There shall be provided a base of concrete, crushed rock or other suitable material to safely sup-
port the skid on which the scrubber is mounted, as shown on the drawings. Proximity to the
wet well shall be as near as is practicable, and the area shall be accessible by hand truck, forklift
or boom truck.
2. There shall be provided an electrical service, as shown on the drawings.
B. Connection
g1. There shall be provided a PVC plumbing connection from the vessel's four -air intake to the
head space of the wet well (and discharge ducting from exhaust to atmosphere, if scrubber is in
l an enclosed building) and the electrical connections from the electrical service to the fan speed -
control box, as shown on the drawings. .
3.02 TESTING
A. All components of the scrubber system shall be provided by a single manufacturer who shall have
sole -source responsibility for the system. Manufacturer's facilities shall be open for inspection at
any time during the construction and testing of the system. Testing shall include at a minimum:
1. Visual inspection for any defects that would impair the serviceability of the vessel,
2. '.Oxidizing and polishing capacities of media,
3. Complete assembly start-up and trial run of equipment.
IW 9
Form 553
8/99 CJB-17

r
Syneco Systems, Inc. Tele: 952-927-9215
4930 West 35th Street St. Fax: [phone]
Louis Park, MN 55416-2612 E-mail: [e-mail]
FORM NO. 550-E
SPECIFICATIONS PEACEMAKEW"STANDARD MODELS
V
k"�E
ilt
11530U Ell",
Y'
0.V_
Models
UL and CSA approved shaded pole blower motor - 1.3 amps, 1125 HP. Thermally protected, 115V, 60 Hz
100, 300 & 900
with sleeve bearing. Variable speed control.
Models
See Fan Specifications Form No. 550-C for details. Explosion -proof electrics are available.
450-6000 Series
Determination to use is solely up to customer.
I .0i
0
gviq
'A
Vessel
3/16"
3/16"
1/4"
3/16"
3/16"
1/4"
1/4"
1/4"
5/16"
(black polyethylene)
Cover
3/16"
3/16"
1/4"
3/16"
3/16"
1/41'
1/4"
1/4"
5/16"
(black polyethylene)
Middle Air Diffuser
1/811
1/8
1/8"
1/8"
1/8"
1/4"
1/4"
1/4"
1/4"
(all perforated PVC)
Lower Air Diffuser
NA
NA
NA
3/8"
3/8"
3/8"
3/81'
3/8"
(all perforated PVC)
.3/8"
Polishing Chamber (ft)
.2
.5
1.5
1
1.5
2
4
6
12
Oxidizing Chamber (W)
.8
2.5
7.5
3.5
6
9
16
24
62
Height
28-3/4"
44"
58-1/2"
44"
42"
58-1/2"
58"
62"
Foroverall Scrubberheight Add
Fan ��Iejg si.7.'_49W,.,
Y ii& sijetfficiiq
up W&N
NJ
Diameter
17-1/2"
17"
26-1/4"
17"
24-1/4"
26-1/4"
32"
44"
55"
Charged Weight (lbs.)
65
167
540
250
435
660
1125
1665
3210
Footprint (poly skid)
26-1/4"x
26-1/4"x
37"07"
26-1/4"x
37"x37"
37"x37"
3707"
42"02"
60"x60"
26-1/4"
26-1/4"
26-1/4"
- 450M
75QYxXQOV
0
Fan Housing
Aluminum, plastic or stove enamel coated aluminum, depending upon appropriate selection.
io
ht Add Fan "t' Form 8 View ca F r
Foroverall Scrubber;h
Intake Fitting
21, 2"
6"
12". _j
12"
Remove shipping bag/wrap/box immediately upon receipt. Store and use away from acids and reducing
Storage and Use
agents. Do not add any chemicals to the scrubber other than those recommended by the manufacturer.
1 0 2003 Syneco Systems, Inc. All Rights Reserved. Form No. 550-E

r-
r-
Syneco Systems, Inc. Tele: 952-927-9215
4930 West 35th Street St. Fax: [phone]
Louis Park, MN 55416-2612 . E-mail: [e-mail]
FORM NO. 551-9
SPECIFICATIONS PEACEMAKER7900 SCRUBBER
ELCTRXCAL r{, {Y�'
UL and CSA approved shaded pole blower motor, 1.3 amps, 1/25 HP,
thermally protected) 115V) 60 Hz) clockwise rotation) sleeve bearing) fan
Z9
wheel 4-3/4" x 1-23/64", variable speed.
Vessel
1/4" black polyethylene
Cover
1/4" black polyethylene
Chamber Disc
1 1/2" black polyethylene
Middle Air Diffuser
1/8" perforated polypio lene
Lower Air Diffuser
Schedule 40 PVC assembly
Polishing Chamber
i 1.5 ft3
Oxidizing Chamber
7.5 ft3
Height
58-1/2" _
Diameter
26-1 /4" _
Charged Weight
540 lbs
Footprint
Poly skid mounted 37"x37"
M'ISCELLAIVUUS
Fan Housing
Black of ropylene
Fittings
Blower intake 4" polypropylene. Foul air intake 2" polypropylene,
threaded female. Clean air exhaust 2" polyethylene, threaded female.
Storage/Use
Remove shipping bag/wrap/box immediately upon receipt.
Store and use away from acids and reducing agents. Do not add any
chemicals to the scrubber other than those recommended by the
manufacturer.
Syneco Systems reserves the right to change specifications without prior notice. In no case will such
changes have an adverse effect on the performance of the product.
0 2003 Syneco Systems, Inc. All Rights Reserved.
Form No. 551-9

D. EMERGENCY GENERATOR
Please refer to specifications on sheet ES3

F
APPENDIX

I State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
PRESSURE SEWERS SYSTEMS
(For residential simplex grinder pump and STEP systems)
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number:
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
HEATER UTILITIES, INC.
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
WILLIAM E. GRANTMYRE, PRESIDENT
3. Name and complete address of applicant: HEATER UTILITIES, INC,
P.O. BOX 4889
City: CARY State: NORTH CAROLINA Zip: 27519
Telephone number: [phone] Facsimile number: [phone]
4. Project name (name of the subdivision, facility or establishment, etc.):
BRIGHT'S CREEK
5. County where project is located: POLK COUNTY
6. Fee submitted: $ 400.00 (See Instruction C.)
7. Name and complete address of engineering firm:
LANDDESIGN, INC. 38 GARFIELD STREET, SUITE C
(to be completed by DWQ)
City: ASHEVILLE State: NORTH CAROLINA Zip: 28803
Telephone number: ( 828 ) 281.1447 Facsimile number: ( 828 ) 281.1449
8. Name and affiliation of contact person who can answer questions about application:
MARTY KOCOT, PE; PROJECT MANAGER
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
and the issuance date
3. Applicant is: public (See Instruction G; skip to item II.4.); X private
If private, units (lots, townhomes, etc.) are: leased (Skip to item IIA.); X sold
If sold, facilities owned by a: X private utility (See Instruction H.);
homeowners' association/developer (See Instruction I.)
4. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: 2004, APRIL 16 (APPROVED)
5. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: 2004, MARCH 03 (404 GPVA ID 200430267)
FORM: PSSA 10/99 Page 3 of 6
G:\6003050\Docs\Permit Forms\BC PSSA1099REVISD303LOTS.doc

6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules): 30' BUFFERS ALONG ALL SURFACE WATERS
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.): RESIDENTIAL SUBDIVISION
GOLF COUNTRY CLUB COMPLEX SALES CENTER and GOLF MAINTENANCE SITE
2. Volume of wastewater generated by this project: 119,030 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
SEE BASIS OF DESIGN IN CONTRACT DOCUMENTS
4. Nature of wastewater: 100 % Domestic/Commercial;
% Other waste - specify:
5. If wastewater is industrial in nature:
% Industrial;
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: LOW PRESSURE SEWER COLLECTION SYSTEM FOR GOLF COUNTRY
CLUB COMPLEX SALES CENTER PHASE ONE (1) OF RESIDENTIAL SUBDIVISION and GOLF
MAINTENANCE SITE
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
HEATER UTILITIES INC. BRIGHT'S CREEK WWTP
3. WWTF permit number: APPROVED 1/6/05 PERMIT TO BE FORWARDED
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See Instruction
J.): N/A
5. Permit number(s) for sewers immediately downstream: N/A
6. Pipe diameter of sewers immediately downstream: N/A
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page N/A of the calculations.
V. PUMP STATION INFORMATION
1. Number of duplex pump stations provided (See Instruction A.): 2 (Intermediate and Clubhouse)
2. Number of simplex pump stations provided: 303 Residential plus swim and tennis club sales center, golf
maintenance office and two golf course restrooms — total 308
FORM: PSSA 10/99 Page 4 of 6
G:\6003050\Docs\Permit Forms\BC—PSSA 1099REV ISD303LOTS.doc

3. Provide the volume of storage in the wet well above the pump -on elevation (See Instruction L.) 474 Gal in
Residential Simplex 1500ga1 (a—) swim/tennis 1074gal at golf clubhouse 1770 gal (2� Intermediate PS
4. a. 100-year flood elevation: varies feet mean sea level
b. Measures taken to protect the pump stations against flooding (15A NCAC 2H .0219(h)(6)): ALL PUMP
STATIONS LOCATED OUTSIDE THE LIMITS OF THE 100-YEAR FLOOD ZONE
Provide the location of each pump station design element in the engineering plans and/or specifications:
Design Element
Sheet Number of the
Page Number in the
Plans
Specifications
Wet Well Vent with Screen
D1
Check Valves and Gate Valves
SECTION II
Lockable Wet Well Cover and Dead Front Control Panel
D1
SECTION II
D1
SECTION II
High Water Alarms:
D1
SECTION II
Audible Alarm
DI
SECTION II
Visual Alarm
D1
SECTION II
Non -Corrosive Guide Rails/Lift Chains
DI
SECTION II
6. Summary of PRESSURE SEWER to be permitted, by zone:
Zone
From
Node
To
Node
Diameter
(inches)
Length
(feet)
# Pumps
in Zone
Pump Model Specified
for Zone
SEE ATTACHED SHEETS
7. For extended travel times (greater than 24 hours), describe odor and corrosion control measures taken:
Peacemaker Oxidizing Dry Air Scrubber Model 900 (Spec Sec IV -C) Provided at Intermediate Pump Station
Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)):
SEE ATTACHED SHEETS
Note: Air -release valves must be provided at all high points along the force main/pressure sewer where the
elevation difference exceeds 10 feet.
9. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.):
FORM: PSSA 10/99 Page 5 of 6
G:\6003050\Docs\Permit Forms\BC_PSSA 1099REVISD303LOTS.doc

LOW PRESSURE SEWER AIR/VAC
RELEASE VALVES AT ZONES
ZONES
ELEV.
STA.
SHEET #
1
2763
10+10
SS3
3
2646
29+75
SS3
6
2 71 5
23+10
SS3
7
2639
10+20 SS3
8
2513
10+10 SS3
2515
24+75 SS3
R1720
2482
10+20 SS3
1870
10+10 SS3
1810
11+75 SS3
22
2232
10+10 SS3
25
1927
10+10 SS3
28
1650
18+70 SS2
33
1412
10+10 SS2
38
1432
10+10 SS2
43
1286
12+45 SS2
45
1230
23+10 SS2
46
1319
10+10 SS2
50
1360
14+75 SS2
50.2
1535
10+10 SS2
55
1320
22+20 SS2
55.5
1204
39+20 SS2
56
1273
10+10 SS2
59
1152
35+75 SS1
67
1305
57+20 SS1
68
1240
43+70 SS1
74
1196
26+40 SS1
11

Professional Engineer's Certification:
I, MARTIN KOCOT, PE_, attest that this application for BRIGHT'S CREEK PHASE ONE
has been reviewed by me and is accurate, complete and
consistent with the information supplied 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 and Gravity Sewer Minimum Design Criteria
adopted February 12, 1996. 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 rev' material
ewed this mateial
and have judged. it to be consistent with the proposed design. Note: In accordance with NC General Statutes
215.6A and 143143-
-215.6B, any person who knowingly makes any false statement, representation, or certification in
any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as
civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
U
,,•� �� Ali ,
�O
2/O
SEAL i 7
= 17640
%���,•�'��IN EEEL.•GO��
A.,,°.
Applicant's Certification:
I, WILLIAM E. GRANTMYRE, President, HEATER UTILITIES, INC. attest that this application for BRIGHT'S
CREEK PHASE ONE
and is accurate and complete to the best of my knowledge. I understand that if all require— has been d parts of this apple by e
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. As the permittee for the pressure sewer system I understand I will be
re uired to own maintain and o erate a i divi uaJ pump stations. Note. In accordance with NC General Statutes
143-215.6 and 143- 15.6B, any perso w o knowingly makes any false statement, representation, or certification
in any app ' atio sh guilty of misdemeanor which may include a fine not to exceed $10,000 as well
as civil pen ties p 5,000 per to at'
Signature:
Date: , Y �',�; f y
FORM: PSSA 10/99 Page 6 of 6
G:\6003050\Docs\Permit Forms\BC_PSSA1099 PermitFINAL.doc
I

u
W
W
9. Does the subject gravity sewer collection system comply with the Gravity P Y ty Sewer Minimum Design Criteria
and 15A NCAC 2H .0200? NA Yes; No. If no, please identify criteria and explain:
V. PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this project.)
I. Pump station number or name: PUMP STATION 1, (INTERMEDIATE)
2. In accordance with 15A NCAC 2H .0219(h)(3), describe the measures that are being implemented to prevent
impacts on downslope surface waters should a power failure occur at this pump station (See Instruction L.):
EMERGENCY GENERATOR POWER BACKUP Sheet ES 1 ES3 D-3
3. Design flow of the pump station: 0.113380 million gallons -per day
4. Operational point(s) of the pump(s): 250 gallons per minute at 212.09 feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2H .0219(h)(2)): 2
6. Number of pumping cycles at average daily flow (15A NCAC 2H .0219(h)(2)): 4.62 cycles per hr.
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken: Peacemaker Oxidizing Dry Air Scrubber Model 900 S ec.Sec IV.-C
8. Provide the location of each design element in the specifications and/or enaineerinu mane-
ement
Sheet Number of the Page Number in the
Plans Specifications
ower Source:
Generator (telemetry and receptacle required) Generator (automatic transfer switch required)S1
Vented with Screen
WellSECTION
E
ves and Gate Valves
Security Fencing
Lockable Wet Well Cover and Dead Front Control Panel
Area Light
110-Volt Electrical Convenience Outlet
ES3 D3
D 4et
D4SECTION
D 4
D 3
D 4
D 3
4, ES1
ES3
IV -A
IV -A
SECTION IV -A
SECTION IV
SECTION IV -A
SECTION IVD
ES1ES2
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
D 4 ES 1 ES2
SECTION IV-B
D 4 ES I ES2
SECTION IV-B
Non -Corrosive Guide RailslLift Chains
All -Weather Access Road
D 4 ES 1 ES2
D 4
D 3
SECTION IV-B
SECTION IV -A
SECTION I-MS-2.17
9. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.): Hoist (Specs -Sec IV -A)
Peacemaker Oxidizing Dry Air Scrubber Model 900 (Spec Sec IV C)
10. a. 100-year flood elevation: 1019 feet mean sea level
b. Finish grade elevation of the pump station: 1032.5 feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0219(h)(6)):
i FINISHED GRADE OF PUMP STATION 13.5' ABOVE 100 YEAR FLOOD ELEVATION
FORM: PSFMGSA 10/99 Page 5 of 6
G:\6003050\Docs\Permit Forms\BC_PSFMGSA1099 REVISD303LOTS.doc

Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feeq71199
Elevation
Discharge Elevation
(feet)
(feet)
1
6
6667
1199
11. Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)):
Note: Air -release valves must be provided at all high points along the
difference exceeds 10 feet -
Professional Engineer's Certification:
Pump -Off Elevation
(feet)
1022.5
main where the elevation
I, MARTIN KOCOT , attest that this application for BRIGHT'S CREEK — PHASE ONE PUMP STATION
has been reviewed by me and is accurate, complete and consistent
with the information supplied 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 and Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted
February 12, 1996. 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 143-215.613, 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 J
civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's sea], signature, and date:
Applicant's Certification:
I,
has been reviewed by me
understand that if all required parts of this ay
information nd attachm is are not inclu
In accorda with NC al Statute
statement, rese tali is`
ertificat•include a h e not • c e 10,000 s well
Signature:
�O�'.•FE ••f�i;
Ok
SEAL
17640
attest that this application for
is accurate and complete to the best of my knowledge. I
ttion are not completed and that if all required supporting
application package will be returned to me as incomplete. Note:
t�and 143-215.6B, any person who knowingly makes any false
,cation shall be guilty of a Class 2 misdemeanor which may
✓il penalties u to $25,000 per violation.
Date:
FORM: PSFMGSA 10/99 Page 6 of 6
G:\6003050\Docs\Permit Forms\BC_PSFMGSA1099 PennitFINAL-doc

O� W A rF9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
O� QG North Carolina Department of Environment and Natural Resources
�
Alan W. Klimek, P.E., Director
� Division of Water Quality
Colcen H. Sullins, Deputy Director
Division of Water Quality
January 6, 2004
DWQ# 03-1625
Polk County
Mr. Barton Tuck
Bright's Creek Golf Club
117 Manly St., Suite 200
Greenville, SC, 29601
SUBJECT: Bright's Creek Residential Golf Course Development.
APPROVAL of 401 Water Quality Certification with Additional Conditions
r
Dear Mr. Tuck:
You have our approval, in accordance with the attached conditions, to fill 110 linear feet of intermittent streams and to
relocate 180 linear feet of perennial streams in order to construct the Bright's Creek residential golf course development in
Polk County, as described in your application received by the Division of Water Quality on December 29, 2003. After
reviewing your application, we have determined that this fill is covered by General Water -Quality Certification Number 3402
(GC 3402) which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to
use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control,'Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, ,the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed;one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional condition listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds on the property. These mechanisms shall be put in place within 30 days of
the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be
l downloaded from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands;
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion Control
Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
sites, and waste pile (spoil) projects, including contractor -owned or leased borrow, pits associated with the
project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina SurMce Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation ;in accordance with the
requirements of the Sedimentation Pollution Control Act.
tea, .
A
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
i' 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http:/th2o.enr.sL-ite.nc.us/iicwelland
Customer Service #: 1-877-623-6748

nVF- UL U-T 1G: 1JN 3
P-
Mr. Barton Tuck
January 6, 2004
Page 2 of 3
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of the
impacts depicted in the Pre -construction Notice Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent practicable. If
` placement of sediment and erosion control devices in wetlands and waters is unavoidable, they shall be removed and
the natural grade restored within six months of the date that the Division of Land Resources has released the project;
5. Restrictive covenants prohibiting any direct discharge of collected stormwater (such as stormwater collected from roof
gutters) to surface Waters of the State shall be placed on all residential properties within the Bright's Creek
development; -
6. All stormwater from tees greens and fairways shall be directed to the permanent stormwater management facilities as
described in the application. The stormwater management facilities and in -stream plunge pools proposed in the
application shall be designed to protect water quality by controlling dissolved pollutants, temperature and discharge.
The stormwater management plan shall include an operation and maintenance agreement that must be implemented.
Also, before the golf course is opened for use, the facilities (as approved by the Division) shall be constructed and
operational, and the stormwater management plan (as approved by the Division) shall be implemented. The structural
stormwater practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No
changes to the structural stormwater practices shall be made without written authorization from the Division of Water
Quality;
7. An additional condition is that a final, written stormwater management plan (including a signed and notarized Operation
and Maintenance Agreement) to treat runoff from the clubhouse and golf maintenance facilities shall be approved in
writing by this Office before the impacts specified in this Certification occur. Also, before any permanent building is
occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the
stormwater management plan (as approved by this Office) shall be implemented. The structural stormwater practices as
approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of Water Quality;
8. Culverts required for this project shall be installed in such a manner that original stream profiles are not altered. Existing
stream dimensions (including the cross section dimension, pattern, and longitudinal profile) are to be maintained above
and below the locations of each culvert. Culverts shall be designed and installed to allow for aquatic life movement as
well as to prevent head cutting of the streams. If any of the existing pipes are or become perched, the appropriate
stream grade shall be re-established. If the pipes are installed in a perched manner, the pipes shall be removed and re-
installed correctly.
The culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream up -or down- .
stream of the culvert(s). Existing stream dimensions (including the cross section dimension, pattern and longitudinal
profile) are to be maintained above and below locations of each culvert.
Native, woody vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of rip -rap or other bank hardening methods. If rip -rap is necessary, it shall not be placed in the stream bed,
unless specifically approved by the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed to adequately
accommodate high water or flood conditions;
9. You are required to return the attached Certification of Completion form to notify DWQ.when all work included in the
401 Certification has been completed.

p.4
Mr. Barton Tuck
January 6, 2004
Page 3 of 3
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Kevin Barnett in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the
Central Office in Raleigh 919-733-9721.
Sincerely,
11-q Alan W- Klimek, P.E.
c'
AWK/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Clement Riddle, 300 North Main St., Suite 202, Hendersonville, NC, 28792
031625

ern
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
James D. Simons, P.G., P.E. Director H. Carson Fisher, P.E., Regional Engineer
LETTER OF APPROVAL
April 29, 2004
Barton Tuck T
Bright's Creek Holding, LLC
117 Manly St., Ste 200
Greenville, SC 29601
This office has reviewed the erosion and Sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval with modifications and/or performance
reservations. A list of the modifications required and/or reservations is attached. This approval is conditioned
upon the incorporation or addition of these items to the plan. Please be advised that Title 15A, North Carolina
Administrative Code 4B.0017(a), requires that a copy of the approved soil erosion control plan be on file at the
job site. Also, you should consider this letter to give the Notice required by NCGS §113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three (3) years
following the date of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 413.0029.
The State's Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate to meet the requirements of NCGS §1 13A-51 to 66, this office may require revisions to the
plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of this
plan is conditioned upon your compliance with federal and state water quality laws, regulations, and rules. In
addition, local city or county ordinances or rules may also apply to this land -disturbing activity. This approval
does not supersede any other permit or approval. Effective March 13, 2003, if over one acre is to be disturbed
during a project, the requirements of the enclosed general stormwater permit NCGO10000 will apply. You
should become familiar with all of the requirements for compliance within the permit to assure your project is
conducted according to specified standards. Should you have questions please call Mr Richard Moore or myself
at 828-296-4500.
NorthCarolina
,Xatmrallff
2090 U.S. Hwy 70, Swannanoa, NC 28778
Telephone [phone] Fax [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer - 50% recycled/10% post -consumer paper

April 29, 2004
'Page 3
Project Name: Bright's Creek Golf
Project ID #: POLK-2004-007
MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If these
modifications are not included in the plan and implemented on the construction site, the site will be in violation
of the. Sedimentation Pollution Control Act of 1973. [NCGS §113A-61(d)]
1. This approval does not include the proposed stream relocation of golf hole #18. Additional information is
required before approval will be granted for that portion of this project.
2. Construction is initially limited to the phase 1 area and contractor staging areas. Work cannot begin in other
areas without the consent of the LQS Staff of the ARO.
3. You must secure the approval of the Director of the Division of Land Resources before working in areas within
25' of the top of bank of any stream on this property.
PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required. [NCGS §113A-54(d)(4)]
None.
I

CERTIFICATE OF PLAN APPROVAL
Ne STATE
i tSF QU!,M V!!n�
The posting .of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute 113A - 57 (4) and
113A - 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c).
This certificate must be posted at the primary entrance of the job site before construction
begins and until establishment of permanent groundcover as required by North Carolina
Administrative Code, Title 15A, Chapter 4B.0127 (b). ..,
Project Name and Location
0
Z� o
Date of Plan Approval Pp _ Regional Engineer
NCDENR

4LE" COPY
J0
r
NCDENR
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
Michael F. Easley, Governor William G. Ross, Secretary
Division of Land Resources, Land Quality Section
James D. Simons, P.G., P.E. Director H. Carson Fisher, P.E., Regional Engineer
LETTER OF APPROVAL
May 11, 2004
Bright's Creek Holding, LLC
C/O Barton Tuck
117 Manly Street, Ste 200
Greenville, SC 29601
This office has reviewed the erosion and sedimentation control plan submitted for the project listed below. We
find the plan to be acceptable and hereby issue this Letter of Approval with modifications and/or performance
reservations. A list of the modifications required and/or reservations is attached. This approval is conditioned
upon the incorporation or addition of these items to the plan. Please be advised that Title 15A, North Carolina
Administrative Code 413.0017(a), requires that a copy of the approved soil erosion control plan be on file at the
job site. Also, you should consider this letter to give the Notice required by NCGS § 113A-61(d) of our right of
periodic inspection to ensure compliance with the approved plan. This plan approval shall expire three (3) years
following the date of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 46:0029.
The State's Sedimentation Pollution Control Program is a performance -oriented program requiring protection of
the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequateto meet the requirements of NCGS §113A-51 to 66, this office may require revisions to the
plan and implementation of the revisions to ensure compliance with the Act. Acceptance and approval of this
plan is conditioned upon your compliance with federal and state'water quality laws, regulations, and rules. In
addition, local city or county ordinances or rules may also apply to this land -disturbing activity. This approval
does not supersede any other permit or approval. Effective March 13, 2003, if over one acre is to be disturbed
during a project, the requirements of the enclosed general stormwater permit NCG010000 will apply. You
should become familiar with all of the requirements for compliance within the permit to assure your project is,
conducted according to specified standards. Should you have questions please call Mr Richard Moore or myself
at 828-296-4500.
NorthCarolina
Naturally
2090 U.S. Hwy 70, Swannanoa, NC 28778
Telephone [phone] Fax [phone] Internet: www.enr.state.nc.us/ENR
An Equal Opportunity/Affirmative Action Employer- 50'i recycled/10% post -consumer paper

May 11, 2004
Page 3
Project Name: Bright's Creek Phase 1 Subdivision
Project ID #: POLK-2004-008
MODIFICATIONS
Note: Approval is conditioned upon the incorporation or addition of these modifications to the plan. If these
modifications are not included in the plan and implemented on the construction site, the site will be in violation
of the Sedimentation Pollution Control Act of 1973. [NCGS §1 13A-61(d)]
1. Initial road construction should be limited to no more than 1/2 mile of roadway graded at any one time. Upon
evidence of contractor's ability to maintain adequate sediment and eroision controls, consideration will be given
to allow larger active graded areas.
2. Construction is not allowed within 25' of the top of any stream bank except for the road crossings shown in
the Phase 1 subdivision plans. It is the owners responsibility to require the contractor to flag this 25' buffer width
in all locations where grading is anticipated within 50' of any stream.
3. Construction of the waste water pond should not begin until the "dam safety" permit is approved for this
proposed impoundment.
PERFORMANCE RESERVATIONS
Note: Should the plan not perform adequately, a revised plan will be required. [NCGS §113A-54(d)(4)]
None.

CERTIFICATE OF PLAN APPROVAL
N sTArF
'4" QUAM VIDEQj
The posting of this certificate certifies that an erosion and sedimentation control plan
has been approved for this project by the North Carolina Department of Environment
and Natural Resources in accordance with North Carolina General Statute 113A - 57 (4) and
113A - 54 (d) (4) and North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c).
This certificate must be posted at the primary entrance of the job site before construction
begins and until establishment of permanent groundcover as required by North Carolina
Administrative Code, Title 15A, Chapter 4B.0127 (b).
Date of Plan Approval
Project Name and Location
A40
Q=:Vft'XAft
NCDENR
C.-2o64
lraow'��z
Regional Engineer

Neater
w w
�\ Utilities
WATER AND WASTEWATER SERVICES
September 30, 2004
Mr. Nathaniel Thornburg
Non -Discharge Permitting Unit
Division of Water Quality
1617 Mail Service. Center. .
Raleigh, NC 27699.1617
Re: Brights Creek Express Review Request Form
Dear Nathaniel:
202 MacKenan Court
Cary, North Carolina 27511
phone: 919.46Z 7854
fax: [phone]
P.O. Drawer4889, Cary, NC27519
Enclosed please find the original Express Review Request Form. for Brights
Creek, which was faxed to you on September 29, 2004.
If there are any questions regarding the application, please contact the
engineer, Dale Stewart, at 704-376-7777 or me at 919-467-8712, Ext. 37.
JHT/rt
Enclosure
CC: Dale Stewart
Ed Perdue
heierely,
, Tweed
President

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 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 USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
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, etc.): Bright's Creek Holding. LLC
2. Name and complete address of applicant: Bright's Creek Holding. LC
117 Manly St. Suite 200
City: Greenville State: SC Zip: 29601
Telephone number: ( 864) 672-4650 Facsimile number: ( 864 ) 672-0026
3. Project name (name of the subdivision, facility or establishment, etc.): Bright's Creek
4. County where project is located: Polk
5. Name(s) of closest surface waters: Bright's Creek, Harm's Creek
6. River basin(s) in which the project.is located:
7. Topographic map name and date: Clifford Mc
03-08-03
8. North Carolina Professional Engineer's sea], signature, and date:
���� "ca
•� fit.
Qom°
SEAL
:0
= 17640 `00,
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
�'���?; F�ciNQ,
O
I
Please provide me with the classification(s) of the surface eaters, watershed(s�;'Ri)F priete river basin(s) where
these activities will occur, as identified on the attached map segment:
Name(s) basin(s): L
/n^ `/p
�,
P&ells
of surface waters and river /1(c`t 5 i''�
) Oc
Classification(s) (as established by the EMC):
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Arnz '� ,�, & ffer'
Signature of regional office personnel: � r?,
Date: f b —
DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office Fayetteville Regional Office Mooresville Regional Office
WQ Supervisor WQ Supervisor WQ Supervisor
59 Woodfin Place Wachovia Building Suite 714 919 North Main Street
Asheville, NC 28801 Fayetteville, NC 28301 Mooresville, NC 28115
Phone: [phone] Phone: [phone] Phone: [phone]
FORM: WSCA 10/99 Page 1 of 2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Express Review Program Request Form
I. GENERAL INFORMATION:
1. Applicant's name (Owner of the facility - Company Name, Municipality, Partnership, Individual, etc.):'
Heater Utilities, Inc.
2. Signing authority's (per 2H .0206) name: 3.erry H . Tweed and
title: Vice President
3. Complete mailing address of applicant: P.O. Drawer 4889
City: Cary State: NC Zip: 27519
Telephone number: ( 919 ) 467-8712 Facsimile number: ( 919 ) 460-1788
Email Address: [e-mail]
4. Name and complete address of contact person for express review process: Dale C . Stewart, P.E.
Land Design, Inc., 223 N-. Graham Street
City: Charlotte State: NC zip: 28202
Telephone number. ( 704 ) 376-7777 Facsimile number: ( 704 ) 332-3246
Email Address:
[e-mail]
5. Facility name (name of the subdivision, shopping center, etc.): Bri ght's Creek Golf Club
6. Complete address of the physical location of the facility if different from mailing address of applicant: —
2222 Palmer Road
City: Mil ] Springs State: NC Zip: 28756
7. County where project is located: Polk
IL PERMIT INFORMATION:
l . Type of pen -nit
For wastewater: ( Surface Irrigation ❑ Surface Irrigation - SFR ® Reuse
❑ High -Rate Infiltration ❑ Infil./Evap. Lagoon ❑ GW Remediation
For Residuals: [ Land Application (503) ❑ Land Application (503 Exempt)
❑ Distribution &Marketing (503) ❑ Distribution &Marketing (503 Exempt)
2. Project is: ® New (if New go to II. 4.); ❑ Modification'
3. If the application will be submitted for modification to an existing permit:
a. Provide existing permit number W000 NSA and issuance date
Form NDERPR 11/03 1 of 2

JiJ "WU L (00
b. Is the facility currently in compliance with the permit? ❑ Yes; ❑ No. If no, please describe non-
r- . era
compliance: N/A
4. Financial resources for this project include: ❑ public funds, ® private funds
5. Project includes any stream or wetland impacts?: ® Yes; ❑ No.
If Yes, provide date when Nationwide 12 or 404 permit, and corresponding 401 certification, was approved or
submitted for approval: Submitted: 1/31/04 Approved: 2/27/04 Action ID# 200430267
NC DWQ 401 was signed 1 8/04
6. Please provide a brief description specifying the origin of the wastewater (school, subdivision, hospital, 03.1625
municipality, shopping center, industry, apartments, condominiums, etc.): Golf Club and Residential
p 112 800 Subdivision
7. Volume of wastewater flow for this project: gallons per day
8. Nature of wastewater: ® 100% Domestic Waste (residential, commercial, etc)
❑ 100% Industrial; ❑ Municipal waste (town, city, etc)
III. PROJECT INFORMATION:
1. Detailed project description: 120K gallon/day re -use quality WWTP, a 8.12 million gallon
wet weather holding pond, and a 1.283 million gallon 5-day emergency pond and
effluent spray irrigation to land application area within the golf course boundary
2. Do the facilities to be permitted via the Express Review Program require any variance from 15A 2H .0200 or 15A
2L .0100? ❑ Yes; ®No. If yes, provide a short narrative:
3. Does this application involve the pernutting of fields /sites already permitted in another pemrit? []Yes; M No.
4. Are you aware of any public concerns with the proposed project?: ❑ Yes; (INo. If yes, provide a short
narrative:
5. Do any sites involved with the wastewater treatment facility have or have had groundwater standard exceedances?
❑ Yes; ® No. If yes, please describe:
Applicant's Certification (signing authority must be in compliance with 15A NCAC 2H .0206(b)):
I, Jerry H . Tweed (signing authority's name) Vice President (title) attest that this
application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any
incorrect, incomplete, or misleading information presented above may lead to this project not being accepted into the
express review program or dismissed from the program.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6I3, 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: N A Date: b
TOTAL P.05

Rt"k:"ORD ELECTRIC MENMERSHIP CORPORATION
1003-04 Con-Struction Wark Plan
PeRc -135
A Outages & Reliability
The following chart lists the average annual outage flours per consumer by major cause as
reported on the RUS form Ts:
Outage Report
(AV era a hours per
coMUM erl
Year Power Supply Extreme Storm
Pr'e-Arranged -All Others Total
� 1997 0.05
0.20 0.00
1998 0.22 0.00 0.83 1.08
1999 0.00 2.48
0.49 0.00 2.70
2000 0.00 1.03 1.52
0.21 0.00
2001 0.00 1.00 1.21
0.21 0.00 0.00
0.80 1.01
Five YearAverage 0.24
0.04 0.00 1.23
1.50
' The five-year average is 1.5 hours per consumer which is felt to be satisfactory. Normal
operating procedures will maintain or slight! improve these numbers
• p slightly provided a major
storm does not affect the electric system. Any time an existing distribution line is improved,
the facilities are being relocated to existing roadways when possible. This policy not only
' returns rights -of way to their original condition, but also helps improve reliability by placing
the facilities in a better position to be patrolled and repaired. This also reduces the right-of-
way cost by reducing the required trimming along distribution lines.
Continued recloser maintenance on a three year cycle and reviewing loading on all reclosers
on a 6 month schedule will reduce the total occurrence of outages and the amount of
consumer outage time since improved sectionalizing reduces the numbers of affected
members. Also, properly maintained equipment should eliminate lockouts on momentary
outages.

a-
`VV ATF9QG Michael F. Easley, Governor
O�pti
William G. Ross Jr., Secretary
� North Carolina Department of Environment and Natural Resources
>
o Alan W. Klimek, P.E., Director
Division of Water Quality
April 25, 2007
Michael Myers, & Co, mpli ncneer Manager, !� L
Aqua North�Carollna Inc
PO Box 89
Cd' ry NC 275194889 APO 2 0 200�
SUBJECT: Bright's Creek --- — —
Permit No. WQ0024460 WATER OJ- -1, ` :CTION
ASFIEVIi
Wastewater Collection System Extension : ?_ o�FICE
Final Engineering Certification Acknowledgement
Dear Permittee:
Per 15A NCAC 2H .0220, the Division received a final engineering certification for the subject project on
4/23/2007. Enclosed is a copy of the certification page for your records. A full review of the certification
materials may or may not be conducted. It is assumed that receipt of this certification indicates compliance
with all regulations, design criteria and the permit. However, if a full technical review is conducted, you will be
notified of any items of non-compliance. Note that the DiIision does not acknowledge partial certifications
by letter. It is the Permittee's responsibility to track all submissions and receipt of partial certifications to the
Division. I
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received such copy from your consultant, please contact them
immediately to obtain a copy. i
Lastly, you are receiving this letter because the Division hds you listed as the responsible party. If this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be down) aded from http://h2o.enr.state.nc.us/peres from
the Collection Systems Applications page.
If you have any questions concerning this document or the completion of Form PNOCF-S (if necessary),
please contact me at the letterhead address or via E-maIil at [e-mail].
Sinroroh,
Thomas Assce/nnzzo
Environmental Specialist
Enclosure
Cc:
Martin Kocot, PE, (no enclosures)
38 Garfield St Ste C , Asheville, NC 28803
Surface Water Protection Section Central Files (certification page only)
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Aatura!!,ff Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Permit No. WQ0024460
February 22, 2005
System Description:
a pressure sewer collection system consisting of 310 9-15 GPM pump stations with simplex pumps, on -site audible
and visual high water alarms, (303 3 bedroom residences, sales center, golf maintenance office, swim &tennis
club, and 4 on -course restrooms); a 18-30 GPM pump station with triplex pumps and on -site audible and visual
high water alarms (clubhouse); approximately 21,510 linear feet of 2-inch pressure sewer; approximately 12,654
linear feet of 3-inch pressure sewer, approximately 19,810 linear feet of 4-inch pressure sewer, and approximately
180 linear feet of 6-inch pressure sewer; and a 250 GPM pump station with duplex pumps and on -site audible and
visual high water alarms, odor control and on -site standby generator with automatic transfer switch and
approximately 6,667 linear feet of 6-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.
ENGINEER'S CERTIFICATION
❑ Partial Final
I, �'� p� Tlti1 �C)C-Q-T_ , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (X periodically, ❑ weekly, ❑ full time) the
construction of the subject project for the Permitfee 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 ProfqpPional 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 receu�`US
Eo
rtributary to the wastewater collection system extension prior to completion of this Engineer's Certi tion e s1Id
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
APR
F rfjlar

El
LandDesign-
urban design planning civil engineering branding landscape architecture
April 5th, 2007
Mr. Tom Ascenzo
PERCS Unit
512 N. Salisbury St.
Raleigh NC 27604
RE: Bright's Creek Phase One Low Pressure Sewer System
LDI Project No. 6003050
Permit # WQ 0024460
Dear Mr. Ascenzo,
AV5
i'
APR 2007
.��i�((,c t'R�t�'t�A-Dfk��s�t'
Enclosed please find one (1) sets of final as built record drawings and a final certification for the Bright's Creek
Phase 1 Low Pressure Sewer system located in Polk County, North Carolina. The plans were permitted and
approved under Permit # WQ 0024460 by Marie Doklovic, P.E February 22 2005. This final certification is for
the Phase 1 Sewer System including the collection system the intermediate pump station and force main to the
waste water treatment plant.
A number of minor adjustments to the originally submitted plans have been made due to field constraints and
preferences of the owner/operator Heater Utilities. These changes are summarized below. None of the field
changes result in a non compliance situation.
Field Changes
1. The final pump used at the intermediate pump station was an ABS pump AFP 1048 instead of
the originally permitted Flygt pump. This change was due to a preference by the operator of
the system and there familiarity with maintaining ABS pumps. This revised pump still hits the
required operating point on the system curve.
2. The layout of the intermediate pump station site is slightly different than that shown in the
permitted plans with the wet well being located furthest from the road and the gas generator
moving closer to the road.
3. The below ground backflow preventer assembly vault at the intermediate pump station was
replaced with an above ground "Hotbox" unit.
If you should have any questions, comments or need any additional information during your review
please call. We appreciate your efforts to expedite permitting of these plans.
Respectfully Submitted,
LANDDESIGN, INC.
Marty oc , PE
Washington DC
Enclosure:Cc: Heater Utilities Charlotte NC
Dale Stewart, LandDesign
Grove Arcade Building Barton Tuck c/o B. Alexander, Bright's Creek Pinehurst NC
One Page Avenue, Suite 22chie
Asheville, NC 28801 Asheville NC
Tampa FL
V: 828.281.1447
F: 828.281.1449 NashvilleTN
www.LandDesign.com Beijing PRC

Mr. Thomas Roberts, President/CCO
AQUA North Carolina
Post Office Box 4889
Cary, North Carolina 27519
Dear Mr. Roberts:
Michael F. Ea11y, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
q rGoleee H.rSullns, Director
FF
i_DrvfisionJofWa-_teilQuality
�M
February 11, 2008
L III FEB 1 4 2008
WATER QUALITY
N4 AL
SUBJECT: Request for Additional Information
Modification to Permit No. WQ0030347
Bright's Creek Phase IIA
Pressure Sewer Extension
Polk County
A review of the plans and specifications in support of the permit application package has
been completed by the Construction Grants and Loans Section (CG&L). The comments
resulting from this review are being transmitted directly to your engineer for clarification and
resolution; a copy is attached for your reference. Our goal is to issue the Wastewater Collection
Permit as soon as possible. If a complete response is not received within 30 days, the application
and supporting information will be returned.
Upon receipt of satisfactory responses from your engineer to our comments, the review of
the plan documents will be completed. If you have any questions concerning this matter, please
do not hesitate to contact Scott Smart P.E., State Project Review Engineer, at [phone].
Sincerely,
Cecil G. Madden, R., P.E., Supervisor
Construction Grants and Loans Section
Design Management Unit
RSS/dr
Attachment
Cc: Land Design, Inc. - Dale Stewart P.E.
Vp_R A,sheu'1`le=Reg bna+l ffi (Permit WQ0024460 modification)
Cecil G. Madden Jr., P.E.
Daniel Blaisdell, P.E.
Scott Smart, P.E.
Permit Application File WQ0024460
Construction Grants and Loans Section �TOne
1633 Mail Service Center Raleigh NC 27699-1633 1 V o1't�Cal olina
Phone: [phone] / FAX: [phone] / Internet: www.nccgi.net o
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Naturally

Construction Grants & Loans Section
Design Management Unit
Polls County
Bright's Creek -Phase IIA
Modification to Permit No. WQ0030347
Request for Additional Information
General:
1. Provide discussion on phasing and current tributary (permitted) flow, or on how
Certificate of Occupancies will be issued for homes that flow to the Bright's Creek
Phase I Wastewater Treatment Facilities.
2. Provide a schedule of when the full certification for the Bright's Creek Wastewater
treatment facilities will be issued. Please note that, based on the Engineer's Partial
Certification of only 60,000 gpd at the Wastewater Treatment Facility and the collection
system currently being permitted to construct 187,520 gpd, it is unlikely a permit will be
issued to construct this additional tributary flow until the wastewater treatment plant is
certified to handle the currently -permitted flow.
3. Please confirm this project is being connected to Phase II. If this is the case, adjust the
permit application to reflect a permit modification to WQ0030347 (Phase II) instead of
WQ0024460 (Phase I).
4. The certificates of Public Convenience and Necessity need to be submitted with the
responses to these conunents.
Calculations:
1. Provide a profile drawing starting from lot 2205 (in phase 2A), showing the expected
path through Phase I and Phase II of the collection system, taken to reach the wastewater
treatment plant. This drawing should be on an 11 x 17 sheet of paper with the elevation
scale maximizing the size of the paper.
2. Provide an engineering calculation (E1 analysis check), showing that the lowest elevated
pump being requested in this application can compete with the highest elevated pump,
duplex/triplex operating pressures, and friction in the system.
Specifications:
1. Testing of the system states the test pressure will be 100 psi at the low point of the
section under test. These sections should be identified to ensure that 1.5 times the typical
operating pressure is represented in the test.
1 of 2

Plans
1. Update sheet SSO, showing all the low pressure collection lines serving Phase I and Phase
II, and also showing on each lot (all phases), its lot number, zone number and elevation.
2. Update General note #6 on sheet SS 1 to reflect the minimum separation distances
identified in 15A NCAC 02T.0305(f).
3. Provide the inside diameters of the 2-inch hdpe pipes being referenced.
4. Provide information on the flushing mechanism to be used at Sta. 17+50, preliminary
calculations, and availability of water if it is to be used.
5. Confirm lot 2003 is permitted under Phase H, and should not be included in Phase IIA.
The service connection showed on sheet SS 1 is not clear.
2of2

Michael F. Easle , Governor
OFF rF9
01 --- 6
May 12, 2008
Mr. Thomas Roberts, President/CCO
HEATER UTILITIES, INC. DBA AQUA North Carolina
Post Office Box 4889
Cary, NC 27519
Subject:
Dear Mr. Roberts:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
- >E61ee`n• H.M ins, Director
I)Nisioti of Water Quality
MAY 16 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFK
Modified Permit No. WQ0030347
Bright's Creek.Phase.-Two-A -----
Low Pressure Sewer Extension
Polk County
In accordance with your Permit application received December 18, 2007, and additional
information received . by the Division, we are .forwarding herewith Modified Permit No.
WQ0030347 dated May 12, 2008, to HEATER UTILITIES, INC. "DBA AQUA North Catblina
for the construction and operation of the subject wastewater collection -system.
This modified permit shall void Permit No. WQ0030347 previously issued August 4, 2006,
shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein.
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.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Construction Grants & Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you.
NorthCarolina
Natura!!ff
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: w—w%v.ncwaterciva1ity.orq 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Thomas Roberts
May 12,,, 2008.
Page 2
If you need additional information concerning this matter, please contact Scott Smart, P.E. at
[phone] or Ken Pohlig, Ph.D., P.E., Acting Supervisor at [phone].
Sincerely,
t41- Coleen H. Sullins
rss/kp
cc: Polk County Health Department
Ken Pohlig, Ph.D., P.E.
Daniel M. Blaisdell P.E.
Scott Smart, P.E.
Dale Stewart, P.E., LandDesign
Permit Application File WQ0030347
"�q

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 -
HEATER UTILITIES, INC. DBA
AQUA North Carolina
:. Polk: County
FOR THE
construction and operation of a pressure sewer collection system consisting of approximately 840
linear feet of 2-inch pressure sewer pipe; seven (7) semi -positive displacement simplex grinder
pump stations with on -site audible and visual high water alarms; to serve 7 single family
residential units as a part of Bright's Creek Phase Two A, and the discharge of 2,520 GPD of
collected wastewater into the Heater Utilities Bright's Creek's existing sewerage system,
pursuant to the application received December 18, 2007, 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 also grants permission for the:
For the construction and operation upon certification of a pressure sewer collection system
consisting of 166 semi -positive displacement simplex grinder pump stations with on -site audible
and visual high water alarms; 3 semi -positive displacement duplex grinder pump stations with
on -site audible and visual alarms; approximately 14,524 linear feet of 4-inch pressure sewer;
8,669 linear feet of 3-inch pressure sewer; 9,991 linear feet of 2-inch pressure sewer to serve 166
three -bedroom residential units, five, two -bedroom units an 11 room Inn, spa room 75 additional
club members and 40 additional golfers as part of Bright's Creek Phase 2, and the discharge of
68,540 GPD of collected wastewater into the Heater Utilities Bright's Creek's existing sewerage
system, pursuant to the application received May 22, 2006.
This permit shall be effective from the date of issuance until rescinded, shall void Permit
No. WQ0030347 issued August 4, 2606, and shall be subject to the following specified
conditions and limitations:

HEATER UTILITIES, INC. DBA AQUA North Carolina
Modified Permit No. WQ0030347
May 12, 2008
Page 2
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
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 to prevent any contravention of groundwater
standards or surface water standards.
(b) A map of the sewer system shall be developed and 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 by the permittee or its representative 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 sewers shall be inspected by the permittee or its representative at least
once every six -months and inspections are 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 02B .0506(a), and public notice shall be provided as
required by G.S. 143-215.1C.
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual 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 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.
(ii) 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.
(iii) Grease education materials shall be distributed more often than required in
Parts (i) and (ii) of this Subparagraph if necessary to prevent grease -related
sanitary sewer overflows.

VHEATER UTILITIES, INC. DBA AQUA North Carolina
Modified Permit No. WQ0030347
May 12, 2008
Page 3
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
(j) Documentation shall be kept for Subparagraphs (a) through (i) for a minimum of three
years with 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 Heater Utilities,
Inc., Bright's Creek WWTP (WQ0024694) existing sewerage system prior to being land
applied by spray irrigation.
5. 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 an application fee,
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.
6. 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.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
8. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction .Grants '& Loans
Section, 1633" Mail Service Center, Raleigh, North Carolina 27699-1633. (Engineer's
Certification Form is attached.)
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. 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.

HEATER UTILITIES, INC. DBA AQUA North Carolina
Modified Permit No. WQ0030347
May 12, 2008
Page 4
11. The Permittee shall provide for the pump station and force main the following items:
(a) Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph 0)(2) of 15A NCAC
02T.0305, shall be designed with multiple pumps such that peak flow can be
pumped with the largest pump out of service.
(ii) A standby power source or pump is required at all pump stations except for
those pump stations subject to Subparagraph 0)(2) of 15A NCAC 02T.0305.
Controls shall be provided to automatically activate the standby source and
signal an alarm condition.
(iii) As an alternative to Part (ii) for pump stations with an average daily design
flow less than 15,000 gallons per day as calculated using .15A NCAC
02T.0114, a portable power source or pumping capability may be utilized. It
shall be demonstrated to the Division that the portable source is owned or
contracted by the permittee 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.
(iv) As an alternative to Part (ii) for pump or vacuum stations connecting a single
building to an alternative sewer system, wet well storage requirements shall be
documented to provide 24-hours worth of wastewater storage or, exceed the
greatest power outage over the last three years or the documented response
time to replace a failed pump, whichever is greater. Documentation shall be
required pursuant to the permit application.
(v) All pump stations designed for two pumps or more shall have a telemetry
system to provide remote notification of a problem condition to include power
failure and high water alarm.
(vi) High water audio and visual alarm.
(b) Pump stations shall have a permanent weatherproof sign stating the pump station
identifier, 24-hour emergency number and instructions to call in case of emergency.
Simplex pump or vacuum stations serving a single-family residence shall have a
placard or sticker placed inside the control panel with a 24-hour emergency contact
number.
(c) Screened vents for all wet wells.
(d) The public shall be restricted access to the site and equipment.
(e) Air relief valves shall be provided at all high points along force mains where the
vertical distance ekceeds ten feet.
12. 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.

HEATER UTILITIES, INC.. DBA AQUA North Carolina
Modified Permit No. WQ0030347
May 12, 2008
Page 5
13. The facilities shall be constructed in accordance with the requirements of the North Carolina
Sedimentation Pollution Control Act.
14. If applicable, the Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and is made a condition
of this Permit. Noncompliance with the terms of the Operational Agreement may
subject the Permittee to an enforcement action by the Division in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C. A copy of the Articles of
Incorporation, Declarations, and Bylaws that have been properly filed shall be
submitted with the engineer's certification prior, to operation.
15. Any abandoning of the existing facilities must be done in accordance with the requirements
of the Division of Water Quality's Ashville Regional Office.
16. 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 I(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.
17. 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.

HEATER UTILITIES, INC. DBA AQUA North Carolina
Modified Permit No. WQ0030347
May 12, 2008
Page 6
Permit issued this the 12th Day of May 2008
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Modified Permit No. WQ0030347

HEATER UTILITIES, INC. DBA AQUA North Carolina
Modified Permit No. WQ0030347
Issued May 12, 2008
ENGINEER'S 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 low pressure sewer collection system serving Bright's Creek subdivision
Phase Two A, located in Polk County, hereby state that to the best of my abilities, due care and
diligence was used in the observation of the following construction:
consisting of approximately 840 linear feet of 2-inch pressure sewer pipe; seven (7) semi -
positive displacement simplex grinder pump stations with on -site audible and visual high water
alarms; to serve 7 single family residential units as a part of Bright's Creek Phase Two A and in
conformity with the project plans, specifications, and other supporting data subsequently filed
and approved by the Department of Environment and Natural Resources.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
Mail this Certification to: DENR/DWQ
Construction Grants & Loans Section
1633 Mail Service Center
Raleigh, North Carolina 27699-1633.
Note: If the wastewater collection permit was issued to a private entity under an
Operational Agreement with the Environmental Management Commission, then a
copy of the Articles of Incorporation, Declarations, and Bylaws that have been
properly filed with the applicable County's Register of Deeds shall be submitted
with this certification.

Beverly Eaves Perdue
Governor
February 20, 2009
Division of Water Quality
Coleen H. Sullins
Director
Michael Myers, Engineering_ Compliance Manager
Heater Utilities Inc'/
PO Box_4889�
Car�Z'�NC 27519
SUBJECT: Brights Creek Subdivision Phases 2 & 2 A
Permit No. WQ0030347
Wastewater Collection System Extension
Final Engineering Certification Acknowledgement
Dear Permittee:
F E B 2 5 2009 1
WATER QUALITY SECTION
ZeSOUGCeS-L RFC' —OVAL OFFICE
Lee Freeman
Secretary
Per 15A NCAC 2H .0220, the Division received a final engineering certification for the subject project on
2/20/2009. Enclosed is a copy of the certification page for your records. A full review of the certification
materials may or may not be conducted. It is assumed that receipt of this certification indicates compliance
with all regulations, design criteria and the permit. However, if a full technical review is conducted, you will be
notified of any items of non-compliance. Note that the Division does not acknowledge partial certifications
by letter. It is the Permittee's responsibility to track all submissions and receipt of partial certifications to the
Division.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received such copy from your consultant, please contact them
immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from http://h2o.enr.state.nc.us/peres from
the Collection Systems Applications page.
If you have any questions concerning this document or the completion of Form PNOCF-S (if necessary),
please contact me at the letterhead address or via E-mail at [e-mail].
Sir��orol�,
Thomas Ascenzo
Environmental Specialist
Enclosure
One Pretreatment, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

• Page 2 February 20, 2009
Cc: Asheville-Reoional•E) ficel SurfcfceWater Protection -Section_( fldoc.uments)=
Nathan Sawyer, Land Design (no enclosures)
223 North Graham Street, Charlotte, NC 28202
Surface Water Protection Section Central Files (certification page only)
Adrian Eaton, CG & L

ENGINEERS CERTIFICATION
November 12th, 2008
Partial X Final
Dale C. Stewart, a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the low
pressure sewer collection system serving Bright's Creek Subdivision Phase Two and
Phase Two A, located in Polk County, North Carolina under Serial Nos. WQ0030347,
hereby state that to the best of my abilities, due care and diligence was used in the
observation of the following:
Phase 2-
The as -built construction of a pressure sewer collection system consisting of 166 semi -
positive displacement simplex grinder pump stations with on -site audible and visual high
water alarms; 3 semi -positive displacement duplex grind pump stations with on -site
audible and visual high water alarms; approximately 14,524 linear feet of 4-inch
pressure sewer; 8,609 linear feet of 3-inch pressure sewer; 9,991 linear feet of 2-inch
pressure sewer to serve 166 three -bedroom residential units, 10 two -bedroom condo
units, an 11 room Inn with spa room, 75 additional club members, and 40 additional
golfers.
Phase 2A-
The construction of approximately 840 linear feet of 2-inch pressure sewer; seven (7)
semi -positive displacement simplex grinder pump stations with on -site audible and
visual high water alarms; to serve 7 single family residential units.
I state, in my professional judgment that the construction of the sewer and
appurtenances was observed to be constructed within substantial compliance and intent
of the approved plans and specifications.
This statement is a declaration of professional judgment. It does not constitute a
warranty, or guarantee, expressed or implied, nor does it relieve any other party of his
responsibility to abide by contract documents applicable codes, standards, regulations
and ordinances. A _ i%�/I.tl
Dale C. Stewart
,TO
L ��-
" 6988 -
i
IE
'10„„� Ila STa,,,,••`•,•• l
(Seal)
North Carolina Professional Engineer, Number 6988
Date �� 7� 6 g
f
F E B 2 0 2009
DENR - WATER QUALITY
POINT SOURCE BRANCH

tL`Lai.{i—J
RECEIVED
FEB 2 0 2009
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Aja
NCDENR
North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Coleen H. Sullins
+ 'Dee Freeman '
Governor
Director
4 ! n Secretary
�I
November 23, 2009
2 `f 2003
Mr. Robert Ashley
VV ER, QLIALRTy
-d 1/ILL�ra,�
AQUA North Carolina, Inc.
5
f r >;," - �� : r o, f
4163 Sinclair Street
Denver, NC 28037
Subject: Tax Certification for Pollution Abatement Equipment
Real and Personal Property
Tax Certification Number TCS-AV-105
Bright Creek's Lift Station &WWTP, Mills Springs NC
Polk County
Dear Mr. Ashley:
As per your request, the staff of the Division of Water Quality has completed the review of the Tax
Certification Request for real and personal property that was received from your office on August 27, 2009.
Please find attached a copy of Tax Certification Number TCS-AV-105 that has been issued by this
office to AQUA North Carolina, Inc. for the facility located in Polk County. A copy of this Certification is
being sent to the Polk County Tax Office along with a copy of this letter.
Please note that as part of this Tax Certification process that the DENR staff did not make any efforts
to confirm either the cost of the items certified or the year of acquisition.
If there is a need for any additional information or clarification, please do not hesitate to contact
either Mr. Antonio Evans of our staff at [e-mail] or 919-715-6220 or Mark Hubbard at
[e-mail] or 919-715-6224.
Sincerely,
§/Z
Daniel M. Blaisdell, P.E., Section Chief
Construction Grants and Loans Section
AVE/sd
Attachment
Cc: Mr. John Bridgers, Polk County Assessor
Construction Grants and -Loans -Section t
Asheville=Regional-Office (Keith Haynes),
Central Files -Permits WQ0024694 & WQ0024460
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 NorthCarolina
Phone: [phone] /FAX: [phone] / Internet: www.nccgl.net A -�������
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper i/-J�V"J

00MO&A�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
North Carolina Division of Water Quality
TAX CERTIFICATION NUMBER TCS-AV-105
In accordance with the provisions of the North Carolina General Statutes G.S. 105-275.(8) this is
to certify that:
AQUA North Carolina Inc.
Bright Creek's WWTP & Lift Station
2137 Palmer Road
Mill Spring, North Carolina 28756
Polk County
filed a request for tax certification for real and personal property covered under the Division of
Water Quality Permits: WQ0024694 & WQ0024460.-
On August 27, 2009, staff of the Division of Water Quality inspected the facilities and found or
observed, based on the information supplied by the applicant, that the facilities listed on the
attached applications meet the following requirements for Tax Certification:
1. The property has been, constructed and installed;
2. The property complies with, the requirements of the Environmental Management
Commission (EMC);
3. The property and facilities appear to be effectively operated, in accordance with the terms and
conditions of approvals issued by the EMC; and
4. The property has, as its primary rather than incidental purpose the reduction of water
pollution resulting from the discharge of sewage or waste.
Please note that as part of this Tax Certification process the DENR staff did not make any
efforts to confirm either the cost of the items certified or the year of their acquisition.
DATE TAX CERTIFICATION ISSUED: October 2, 2009
Mark L. Hubbard, P.E., Assistai � p
Construction Grants & Loans S I tit
L NOV 2 4 20CD
cc: Mr. John Bridgers, Polk County Tax Administrator
Asheville Regional Office (Keith Haynes)
Central Files — Permits W Q 0024694 & W Q 0024460 WATER O SEC
A°HEVILLE REGIONAL,
,

For DWQ Use: TCN:
This application is to be used only for waste treatment systems and
rzo" nF1r11r0n07
under ine autnority oli Lne iNt- miviston of Water
DIRECTIONS: Complete and mail signed copies of the application form and all supporting information to both: 1) the County Tax Administrator for the County in which the facility is located (one copy) AND 2)
to the NC Division of Water Quality, Construction Grants and Loans 1633 Mail Service CenterRaleigh,NC 27699-1633 copies). s y, Section, , (twoType or print in blue or black ink. A separate application
package is required for each facility where property proposed for tax certification is located.
THIS APPLICATION WILL NOT BE PROCESSED WITHOUT COMPLETE AND ACCURATE INFORMATION. If you have any questions regarding this application, please call the local tax office or the NC
Division of Water Quality at 9191733-6900 or their web site at www.nccgl.net for more specific contact information.
Please Note:
a) Tax Certifications will only be processed for facilities under the authority of the DWQ and only if the DWQ has found that the described property:
1. Has been or will be constructed or installed;
2. Complies with or that plans therefore which have been submitted to the DWQ indicate that it will comply with the requirements of the Environmental Management Commission;
3. Is being effectively operated or will, when completed, be required to operate in accordance with the terms and conditions of the permit, certificate of approval, or other document of approval issued by the
DWQ; and
4. Has or, when completed, will have as its PRIMARY rather than incidental purpose the reduction of water pollution.
5). Is being used exclusively (100%) for waste treatment.
b) If approved, the Tax Certification issued will incorporate all requested assets at the facility that meet the criteria for Tax Certification by DWQ. Therefore this application must include any new assets for
which Tax Certification is being requested, as well as any assets previously receiving Tax Certification from DWQ for which Tax Certification is still needed.
A. Applicant (Applicant is the owner of, and taxpayer for, the property described in this application for tax certification.)
Name of Applicant:
Name of Facility:
AQUA North Carolina Inc.
Bright's Creek WWTP
Address of Applicant, if different from facility where p operty located:
Physical Address of Facility where property located (no P.O. Box):
4163 Sinclair Street Denver 28037
w
1615 Regan Jackson Rd Mill Spring NC 28756
(address) (city) (zip)
(street address) (city) (zip)
Business Relationship of Applicant to facility where property located:
County where property located: Poke
Name of Contact Person at Facility where property located:
Robert Ashley
Does the Applicant hold any NC Division of Water Quality Permits?. 0 Yes ! ❑ No Title: Construction Coordinator Phone Number: 704 907 2702
If yes, please list WQ0024460
Permit No(s):
If approved, will this be the first Tax Certification issued for this Facility? If no, attach any previously issued tax
® Yes / ❑ No certifications
rent from the Owner of the
Name of
Operator/User:
Operator/User
Address:
Operator/User Contact
Name:
Relationship between Operator/User of facility and equipment and
(zip)
"' ATTACH A PROCESS SCHEMATIC TO YOUR APPLICATION Then umber of each item for which Tax Certification is being requested must be shown on the schematic
Application Continues on Next Page ->
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DIVISION OF WATER QUALITY TAX CERTIFICATION & EXEMPTION APPLICATION
PAGE2
Waste Treatment Systems & Equipment: Waste treatment systems & equipment must be used exclusively for the abatement of water pollution Rev (16101r2007
' .
ado
-Pa do
.1is6 only
. 1oDY0l7;
use.oruy:-n;
oiucowxd
Description of Waste Treatment Systems or Equipment
Was asset listed in
the permit(Yes/No)
Asset Number,
Vehicle Identification
Number (VIN)
How is this equipment used for pollution abatement?
% of Use for
Pollution
Abatement
Year or
Acquisition
Original Historical
Cost"
Is this asset
replacing a prior
asset?
•-t �� :°
zz
120.000 GPD WWTP an 27.72 Acres
YES
NIA
Treatment Process
100%
1/1012005
5400.000
NO
Y .`.�` f
••y %'=:a'�
Reclaimed water utilizations stem
YES
NIA
Treatment Process
100%
1110/2005
$40.000
NO
a
dual path water flow equalization basins 10,000 al ea.
YES
NIA
Treatment Process
100%
1/1012005
$20.000
NO
e
Flow Splitler box
YES
NIA
Treatment Process
10041e
111012005
$3.000
NO
s
Six aeration basins 10,000gal ea.
YES
NIA
Treatment Process
100%
1/10/2005
584,000
NO
a
Two clarifiers 5290 gal ea.
YES
NIA
Treatment Process
100%
1/1012005
S10,000
NO
Two areated sludge holding basins 10.000 gal as
YES
NIA
Treatment Process
100%
111012005
$10,000
NO
Tertiary filter
YES
N/A
Treatment Process
100%
1/10/2005
Sa,ODD
NO
.9 -
UV disinfection with back up tablet chlorination
YES
N/A
Treatment Process
100%
1/10/2005
$1.500
NO
io �"%>
:'•
12' x 54' Wastewater treanlmenl b1dq
YES
N/A
Treatment Process
100%
1/10/2005
520,000
NO
Standby Generator
YES
N/A
Treatment Process
100%
1/10/2005
$60,000
_ NO
rx..
5 day pond
YES
NIA
Treatment Process
100%
1/10/2005
S120.000
NO
ti:,:
30da effluent wet weather pond
YES
N/A
Treatment Process
100%
111012005
S190,500
NO
Sa : r % c.
l_ '%• `%i::
5 day pond lift station
YES
N/A
Treatment Process
100%
111012005
$70,000
NO
5;
Attach additional pages If necessary
It the asset Is listed In the DWO permit, the description must be Identical as listed on the cument permit. If the asset Is not specifically listed In the DWQ permit, the applicant must attach detailed Information as to why the asset should qualify for Tax Certification.
When certifying systems or equipment, DENR Is not certifying the cost of the equipment or the year of acquisition.
Facilities: To qualify for tax certification, the building or section of building being applied for, must be used exclusively for water pollution prevention. A sketch of the building, square footage along with
details as to how the building is used for water pollution prevention, is required.
Land: To qualify for tax certification, the land must be used exclusively for water pollution prevention. A schematic diagram of the facility detailing the land being applied for is required. The amount of land
(acreage) is required and how this land is being used to prevent water pollution. For wastewater treatment and irrigation system list separately the acreage used for actual treatment from the acreage required
by the facility's water quality permit for buffers and setbacks.
SIGNATURE:
I hereby certify that the e e utpment, fa ities /or d are used for the purpose stated,.and that the information presented in this application is accurate. Furthermore, I certify that any portable or
mobile equipment lis o thi applicatio ill b e clusiv in the state of North Carolina
Applicant
Signature:navws S, ZDb�r�s Title: �rest�p„ $� t; aC? _Date:
(print name also) It
NOTICE: The penalty for false stater nit, representation or certification Of: �� 1J A �kt> r n C �Z) L `'`0,
herein includes imprisonment and I or the assessment of civil penalties. (Name of Applicant Business Entity) r..wo

For DWQ Use: TCN: j
This application is to be used only for Haste treatment systems and
o.,., nc1r)vMnrr7
equipments under the authority of the NC Division of Water Quality (DWQ)
DIRECTIONS: Complete and mail signed copies of the application form and all supporting information to both: 1) the County Tax Administrator for the County in which the facility is located (one copy) AND 2)
to the NC Division of Water Quality, Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh, NC 27699-1633 (two copies). Type or print in blue or black ink. A separate application
package is required for each facility where property proposed for tax certification is located.
THIS APPLICATION WILL NOT BE PROCESSED WITHOUT COMPLETE AND ACCURATE INFORMATION. If you have any questions regarding this application, please call the local tax office or the NC
Division of Water Quality at 919/733-6900 or their web site at www.nccgl.net for more specific contact information.
Please Note:
a) Tax Certifications will only be processed for facilities under the authority of the DWQ and only if the DWQ has found that the described property:
1. Has been or will be constructed or installed;
2. Complies with or that plans therefore which have been submitted to the DWQ indicate that it will comply with the requirements of the Environmental Management Commission;
3. Is being effectively operated or will, when completed, be required to operate in accordance with the terms and conditions of the permit, certificate of approval, or other document of approval issued by the
DWQ; and
4. Has or, when completed, will have as its PRIMARY rather than incidental purpose the reduction of water pollution.
5). Is being used exclusively (100%) for waste treatment.
b) If approved, the Tax Certification issued will incorporate all requested assets at the facility that meet the criteria for Tax Certification by DWQ. Therefore this application must include any new assets for
which Tax Certification is being requested, as well as any assets previously receiving Tax Certification from DWQ for which Tax Certification is still needed.
A. Applicant (Applicant is the owner of, and taxpayer for, the property described in this application for tax certification.)
Name of Applicant:
Name of Facility:
AQUA Nofth Carolina Inc.
Bright's Creek Lift Station
Address of Applicant, if different from facility where property located:
Physical Address of Facility where property located (no P.O. Box):
4163 Sinclair Street Denver 28037
2137 Palmer Rd Mill Spring NC 28756
(address) (city) (zip)
(street address) (city) (zip)
Business Relationship of Applicant to facility where property located:
County where property located: Poke
Name of Contact Person at Facility where property located:
Robert Ashley
Does the Applicant hold any NC Division of Water Quality Permits? ® Yes / ❑ No I Title: Construction Coordinator Phone Number: 704 907 2702
If yes, please list WQ0024460
Permit No(s)_
If approved, will this be the first Tax Certification issued for this Facility? If no, attach any previously issued tax
® Yes I ❑ No certifications
B. Complete this Section only if the Operator/User of the facility and equipment is different from the Owner of the facility.
Name of
Operator/User:
Operator/User
Address:
Operator/User Contact
Name:
of facility and equipment and
(zip)
**` ATTACH A PROCESS SCHEMATIC TO YOUR APPLICATION The number of each item for which Tax Certification is being requested must be shown on the schematic
Application Continues on Next Page ->
Deleted: water -cleaning devise(s

DIVISION OF WATER QUALITY TAX CERTIFICATION & EXEMPTION APPLICATION
PAGE2
Waste Treatment Systems & Equipment: Waste treatment systems & equipment must be used exclusively for the abatement of water pollution Rey gerotrzcoy
Was asset listed in I Asset Number,
the permit (Yes/No) Vehicle Identification
250
of Use for I I I Is this asset
Pollution Year of Original Historical replacing a prior
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• If the asset Is listed In the DWG permit, the description must be Identical as listed on the current permit. If the asset is not specifically listed In the DWG permit, the applicant must attach detailed Information as to why the asset should qualify for Tax Certification.
'• When certifying systems or equipment, DENR Is not certifying the cost of the equipment or the year of acquisition.
Facilities: To qualify for tax certification, the building or section of building being applied for, must be used exclusively for water pollution prevention. A sketch of the building, square footage along with
details as to how the building is used for water pollution prevention, is required.
Land: To qualify for tax certification, the land must be used exclusively for water pollution prevention. A schematic diagram of the facility detailing the land being applied for is required. The amount of land
(acreage) is required and how this land is being used to prevent water pollution. For wastewater treatment and irrigation system list separately the acreage used for actual treatment from the acreage required
by the facility's water quality permit for buffers and setbacks.
SIGNATURE:
I hereby certifyAfalse
ment, f ilities d/or la are used for the purpose stated, and that the information presented in this application is accurate. Furthermore, I certify that any portable or
mobile equipmicatio ill b ed a ively in the state of North Carolina
Applicant _
Signature I oi-as J r Title: (�� ems, ��.,� g- G p a Date:
(print name also)
NOTICE: The pent, representation or certification Of:
herein includes imprisonment and ! or the assessment of civil penalties. (Name of Applicant Business Entity) } Tc.wo