WQ0007218_Application_19921116

NOV 17199?
State of North Carolina ENV. MANAGEMENT
Department of Environment, Health and Natural 1�eso���is1l.LE REG. ©FfICF
Division of Environmental Management
512 North Salisbury Street - Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
November 16, 1992
Bruce Bright, President
Woodlake Partners
150 Woodlake Boulevard
Vass, N.C. 28394
A. Preston Howard, Jr., P.E.
Acting Director
Subject: Application No. WQ0007218
Additional Information Request
Woodlake Partners
Woodlake Country Club
Sewer Extension
Moore County
Dear Mr. Bright:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1. Please complete the enclosed Operational Agreement (either the Homeowners Association
Version or the Developers Version) or provide one of the following:
a) Franchise authorizing Woodlake Water and Sewer Company, Inc. to provide sewer service
to Woodlake Country Club,
b) Certificate of Convenience and Public Necessity authorizing Woodlake Water and Sewer
Company, Inc. to provide sewer service to Woodlake Country Club, or
c) Letter from the North Carolina Utilities Commission indicating that Woodlake Country
Club is contiguous to an existing development for which Woodlake Water and Sewer
Company, Inc. is authorized to provide sewer service and that Woodlake Country Club is
covered under that authorization.
2. Please identify the number of emergency generators that are available and the number of pump
stations which they must serve.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Page 2
Permit No. WQ0007218
November 16, 1992
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before January 16, 1992 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 547.
Sincerely,
Michael D. Allen
Environmental Engineer I
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0007218
Hobbs, Upchurch & Associates, P.A.

II
r
MEMO TO: State Review Group
Division of Environmental
Management
FROM: M. J. N land• a Fayetteville Regional
RegioT Office
SUBJECT: Procedure -Four d 11/25/92
WQ00.07218 Date
Country Club 4s1171
Sewer Extension -Private
Moore County
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Woodlake water & Sewer Co. WwTP
2) WWTP design capacity 1_0 MGD
3) NPDES Permit No.: NC0061719 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 10/O1/91
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
30,000 GPD
domestic X ; industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 0_ GPD
7) Regional Recommendations: Approval X Denial
MJN/RR/rr
Enclosure

NOV 10 1992
ENV. MANAGEMENT
State of North Carolina FAYETTEVILLE REG. OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett,Ph.D.
William W. Cobey, Jr., Secretary Director
November 6, 1992
MR BRUCE BRIGHT
WOODLAKE PARTNERS
150 WOODLAKE BLVD.
VASS, NORTH CAROLINA 28394
Subject: Application No. WQ0007218
Country Club
Sewers -Private
Moore County
Dear MR BRIGHT:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 5, 1992. This application has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Your project has been assigned to Michael Allen for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Sincerely,
C1� on SAW, P.E.
Supervisor, Permits and Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

I.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION,
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
Woodlake Partners
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bruce Bright, President
Woodlake Water and Sewer
3. Mailing Address: 150 Woodlake Boulevard
City: Vass State: NC Zip. 28394
Telephone No.: ( 919 ) 245-4386
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Woodlake Country Club
5. Application Date: September 28, 1992 6. Fee Submitted: $ 400.00
7. County where project is located: Moore
II. PERMIT INFORMATION: WQO�
1. Permit No. (will be completed by DEM): / r7
,--A f�
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date N/A
4. Specify whether the applicant is public or x private.
FORM: GSPS 4/91
Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION ;
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
subdivision
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 30,000 gallons per day
6. Explanation of how wastewater volume was determined: 40 units a $2.5 person/
unit @ 120 gal/day = 12,000. Peak Flow = 2.5 x 12,000 gal/day =
30,000 gal/day
IV. DESIGN INFORMATION:
1. Brief project description: 2,041 LF of 8" PVC SDR 35 sanitary sewer, 859 LF
of 2" force main, 9 manholes, pump station and appurtenances.
0
Name of wastewater treatment facility receiving wastewater: Woodlake Water
a. Facility permit no.:
NC 0061719
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: all downstream sewer lines and outfalls are
adequate to accept the proposed flow.
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below:
N
Dia..
Length Pipe C or N Min. Max.
Minimum
Max. Minimum
(LL)
(Lin. Ft) Material Factor Slope % Slope %
Velocity (fps)
Vel.(fps) Cover (in)
8"
1991 PVC 0.010 .40 .40
2.84
2.84 36"
8"
50 DIP 0.013 .40 .40
2.19
2.19 36"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified -
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 294 linear feet.
6. This sewer line segment occurs between manhole no. 5 and manhole no. 6
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? x Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
I I _ Maximum allowable infilu=on/exfiltration test rate: 200 GPD/ pipe dia. in./ mile_
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x 'Yes —No
13. Are manholes subject to flooding? x Yes —No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes x No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): X Yes —No
16. Identify (by manhole number) those manholes that are vented: Manholes #1-119
17. Does this project involve any stream crossings? _ yes x no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/'91)
V. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
Crains Creek
3. Classification of closest downslope surface waters: WS111 (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Woodlake owns several emergency
generators which will be used to supply power.
5. What size pumps are provided? 31.5 GPM
6. How many pumps are provided?
I
7. What is the maximum capacity of the pump station?
8. What is the design total dynamic head?
30,000 GPD
43.73 feet -
9. How many pumping cycles will occur at the design flow rate?
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm yes Audible and Visual
yes
yes
yes
yes
no
yes
no
yes
yes
11. Summary of force main (by diameter size and pipe material):
4 cycles per hour
no Auto Dialer
Diameter
Length
Pipe
High
Low
Minimum
Maximum
Minimum
(Inches)
(Linear Ft)
Material
Elevation
Elevation
Velocity(fps)
Vel.(fps)
Cover (in)
2
859
PVC
229.50
221
2.12
2.12
15"
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes x no
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding? manholes will be made watertight and
vented above 100-year flood.
14. If subject to flooding, specify the 100-year flood elevation: 228.70 Feet MSL
15. Are there existing or planned pump stations downstream of this station? x yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. All downstream pump stations are adequately designed to
handle the additional flow.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Crains Creek
Classification (as cstablished by the Environmental Management Commission): WSIII
Proposed Classification, if applicable: /Y /4
Signature of regional office personnel: W� k-161— Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1
2
Applicant (corporation, individual, or other):
Woodlake Partners
Name and Complete Address of Engineering Firm: Hobbs, Upchurch &
Asgociates, P.A. , P.O. Box 1737
City: Southern Pines
Telephone No.
3. Project Name:
State: NC
[phone]
Greenbriar Road
4. Pump station design flow:
30,000
Zip: 2838
GPD; 31.5 GPM
5. Name of closest downslope surface waters: Crains Creek
6. County(s) where project and surface waters are located:
7. Map name and date: attached
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
David Townsend, III
10. Seal and Signature (specify date):
6 of 10
Moore
NC 12655
�t%S�;yg5lt69FR:P;
/O�

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the fast
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 10i
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncornbe Madison
Bertie Lenoir
Durham Northampton
Bursae McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutharford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super,
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabamu Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/161-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Story
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7of10

• -
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING
FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Finn: Hobbs, Upchurch & Associates, P.A,
P.O. Box 1737
City:
Southern Pines State: NC Zip: 27388
Telephone No. [phone]
Professional Engineer's Certification:
I,
David Townsend, III
, attest that this application for Greenbriar Road
for -Woodlake Water & Sewer Company has been reviewed by me and is accurate
and complete 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. 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. .
North Carolina Professional Engineer's Registration No.
12655
Print Name of Engineer David Townsend, III
Seal and Signature (specify date): E
12
e
Applicant's Certification:
I, Bruce Bright ,attest that this application for Greenbriar Road
for Woodlake Water & Sewer Company
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
n
Signature Date < <`- 7-
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DMSION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10