WQ0016409_Application (FTSE)_19990208

MEMO TO: State Review Group
FROM: Ricky Revels
SUBJECT: Procedure Four (4)
WQ0016409
Cypress Lake Area Utilities -
Phase 1
Sewer Extension -Public
Fayetteville's - PWC
Cumberland County
Division of Water Quality
Fayetteville Regional Office
February 23, 1999
Date
State Review Group Review
Engineer Mark Craig
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Fayetteville's PWC-Rockfish Creek WWTP
2) WWTP design capacity 14.0000 MGD
3) NPDES Permit No. NC0050105 Expiration Date: 05/31/2001
4) Compliance Information:
Present treatement plant performance for previous 12 months, beginning 1/98-12/98
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
187,100 GPD
domestic 93.3% industrial 6.7% other
6) Volume from previously approved projects not yet tributary to WWTP:
-66,600- GPD
7) Regional
Recommendations: Approval X Denial
RR/rr
Enclosure

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
02/22/1999
PAGE 1
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9801-9812 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050
Q/MGD
00310 00530
00610 31616 50060
MONTH BOD RES/TSS NH3-N FEC COLI CHLORINE
LIMIT NOL F 12.00 F 30.0 F 2.00 F 200.0 NOL
98/01 10.4161 2.30 .8 .05 7.7 303.250
98/02 11.7607 2.70 .9 .08 12.7 272.000
98/03 13.5774 3.49 1.2 .06 11.4 257.954
LIMIT NOL F 6.00 F 30.0 F 1.00 F 200.0 NOL
98/04 10.6200 4.52 1.5 .14 26.0 210.238
98/05 1.4 .12 32.8 229.000
98/06 1.6 .14 56.8 237.500
98/07 .8 .01 24.5 245.000
98/08 1.0 .00 38.4 243.809
98/09 .7 .00 20.6 275.238
98/10 1.0 .25 39.5 268.181
LIMIT NOL F 6.00 F 30.0 F 2.00 F 200.0 NOL
98/11 8.4200 1.0 .02 29.4 251.052
LIMIT F14.0000 F 6.00 F 30.0 F 2.00 F 200.0 NOL
98/12 8.3548 1.8 .00 15.3 347.857
9.5387
9.0266
8.6548
8.9677
9.2600
8.6258
AVERAGE 9.7685
MAXIMUM 21.8000
MINIMUM 7.6000
UNIT MGD
3.25 1.1 .07 26.2 261.756
6.70 3.7 2.77 5800.0 1000.000
1.50 .4 LESSTHAN LESSTHAN 100.000
MG/L MG/L MG/L #/100ML MG/L
a % = 11 • - h&Gb
0 c/o IZ.(o AAC. I)
00300 TGP3B
DO CERI7DPF
NOL NOL
9.76
10.05 1
9.62
NOL NOL
9.30
9.14
8.78
8.57 1
8.60
9.29
9.12 1
NOL NOL
NOL NOL
9.17
9.06
9.20 1
12.00 1
7.80 1
MG/L PASS/FAI

SKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
02/22/1999
PAGE 2
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9801-9812 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
00010
MONTH TEMP
00400 00600 00665 80082
PH TOTAL N PHOS-TOT CBOD 20C
LIMIT NOL 9.0 6.0 NOL NOL
98/01 17.80 7.4-6.6 13.000 1.7700
98/02 16.25 7.2-6.6 11.800 1.2100
98/03 16.59 7.2-6.4 7.500 1.1000
LIMIT NOL 9.0 6.0 NOL NOL
98/04 18.66 7.4-6.4 6.800 1.7900
98/05 21.25 7.2-6.6 10.800 1.6100
98/06 23.86 7.4-6.6 11.000 2.1600
98/07 26.18 7.6-6.6 13.360 1.8300
98/08 26.61 7.7-7.0 14.770 2.4200
LIMIT NOL 9.0 6.0 NOL NOL F 6.00
98/09 26.09 7.5-7.0 14.070 2.0800 2.91
98/10 24.50 7.5-7.0 11.380 1.7000 3.46
LIMIT NOL 9.0 6.0 NOL NOL F 12.00
98/11 21.94 7.8-6.2 11.320 2.1100 2.83
LIMIT NOL 9.0 6.0 NOL NOL F 12.00
98/12 19.71 7.5-7.0 10.990 2.5100 2.43
AVERAGE 21.62 11.399 1.8575 2.90
MAXIMUM 28.00 7.800 14.770 2.5100 5.65
MINIMUM 15.00 6.200 6.800 1.1000 1.20
UNIT DEG.0 SU MG/L MG/L MG/L

.
' State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Victor Ganjehsani, PE
Fayetteville Public Works Commission
P. O. Drawer 1089
Fayetteville, North Carolina 28302
Dear Mr. Ganjehsani:
AVA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AN
MED
February 8, 1999 FEB 1 1 1999
FAYETTEVILLE
REG. OFFICE
Subject: Application No. WQ0016409
Cypress Lake Area Utilities Phase 1
Sewer -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February 4, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mark Craig for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional information.
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 Mr. Mark Craig at 919/733-5083 ext. 362 .If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
t Mr. Kim H. Colson,.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Allen-Kimley & Associates, P. A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment, Health and Naturla'Resoireestrj.
Division of Environmental Management`{
Non -Discharge Permit Application
I. GENERAL INFORMATION:
���� ECET; i D 1999
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS Ifl �pRIOos` a T i N
GRAVITY SEWER EXTENSION FFR-1)
.41999
PUMP STATIONS, AND PRESSURE SE R-S- -
Non -Discharge Permitting
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): •
Fayetteville Public Works Commission
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Victor Ganjehsani, P.E.
3. Mailing address:
City: Fayetteville State: NC zip; 28302
Telephone Number. ( 910 ) 223-4734
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Cypress Lakes Area Utilities, Phase 1
Application Date: 6. Fee Submitted: S
6. County where project u 10oted: Cumberland
P.O. Drawer 1089
II. PERMIT INFORMATION:
1. Application No. (will be raomp!ewi by DEM): U3&010ILC,4O l
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number N/A and the issue date
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
SEE ATTACHED FLOW CALCULATION SHEET
1. Nature of Wastewater: % 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.: School, residential and commercial, and light industrial
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic Levels:
N/A
4. If wastewater is not domestic in nature, what level of pretreatmenthas been provided to ensure protection of the receiving
wastewater treatment facility? N/A RECEIVED
WATER 0t!ALITYSECTION
FEB 0 4 1999
Non -Discharge Permitting
•
FORM: GSPSA 11/93 ' . Page 1 of 8

e. Permit Number for sewers immrriiatrly downstream:
d. Pipe diameter of sewers immrriiatrly downstream: 18" (interim
5. If a pretreatment permit is required, has one been issued? N/A Yes
pretmarmcnt permit. If No, when will one be issued
SEE Al" 1'ACHSll E, LOW
6. Volume of wastewater generated by this project: CALCULATION SHEET gallons pa day.
7. Explanation of bow wastewater volume was determined: See Attachment
No. If yes, plea.e attach a copy of the
IV. DESIGN INFORMATION:
1. Brief project description:
Water and sanitary sewer infrastructure for the
Cypress Lakes Area around Cypress Lakes Road and golf course area.
2. Name of wastewater treatment facility receiving wastewater. Rockfish
a. FacilityPermit Number. NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewatr-r.
Existing 18" sanitary sewer outfall only has Wal—Mart Distribution Center
(warehouse) on line. The proposed system will only be
as interim measure (up to 5 yrs) until lift station is
14Q 0010
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
pumped from this location
relocated to NC 87 and
then pumped directly to
Rockfish Creek
pumping location)
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
ON Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
()
Maximum
Velocity
(fl,$)
Minimum J
Cover (in)
18
3924.68
PVC
0.013
1
0.15
0.15
2.31
2.31
36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is .8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
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
FORM: GSPSA 11/93 Page 2 of 8

5. Maximum sewer reach length between manholes: 448 linear feet.
6. This sewer line segment occurs between manhole no. 9 and manhole no. 10
7. Does the owner/operator have the ability to clean this length? X Yes
than 425 feet, please provide a letter from the owner/operator, stating the ability
equipment specifications.
8.. • Sewers subject to existing or planned traffic bearing loads?
to enable th sewers to withstand the loads?
Golf carts (minimum of 36" of cover)
X yes
No. For sewer reach lengths greater
to clean the specified reach and include the
No. If yes, what measures are being taken
9. Outside drop manholes are provided when invert separations exceed: 2:5 feet (provide for separations > ar = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: 22+90.23 ( remove &
existing SSMH at end of 8" force main) Sheet 4.13
replace
11. Maximum allowable infiltration/exfiltration test rate: 100
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? X Yes No
b) 12 in. vertical separation ..&om storm sewer or fftrous pipe sanitary sewer specified? X Yes No
c) 10 ft. boriz. sep. from water mains or 18 in vertical sep. (waltz over sewer) or ferrous pipe specified? X Yes. No
13. Are manholes subject to flooding? Yes X MI. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented -
15. 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: 18" sanitary sewer outfall does cross an intermittent
creek on Sheet 4.9, station 37+80. Sewer main at this station has 3.5'of cover.
GPD/pipe diameter inch/mile of pipe.
N/A
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be. indicated on the plans.
16. Sewers lulu i1Q1 be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
17. Miscellaneous comments:
FORM: GSPSA 11/93 Page 3 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name9In e Ickes .Area Utili q• PhaII .. �. •. •
tp► sepsearate t . o • • . •
2. Name of closest downslope surface waters: I to Rod sh Creek
3. Classification of closest downslope surface waters: C
Commission & specified on sheet 5 of 8 of this application).
(as established by the
anent
4. 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. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. Srorxjazy•power sattne will -be
provided through RE mobile generator unit
5. What size pumps are provided: 4" is-4" GPM; and bow many? 2 iequired ( thc) 475. CWea
6. What is thi design total dynamic head? 57
feet
7 How many pumping cycles will occur at average daily flow? 3.7 • - cycles pa hour.
NOTE: 15A NCAC 2H .02I9 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following hems are typically required in the design for pump stations. Check the appropriate blank to signify that
these hems h=kan provided in the design plans/specifications:
Alternate Power Source F. mobile 2,ererato -snit
Wu Well Vented with Screen yes
Fillets in Wet Well yes
Check Valves and Crate Valves yes
Security Fencing
Lockable Wet. Well Cover Ye
Area Light y�
110V Electrical Convenience Outlet yn
Flood/Buoyancy Protection yes
High Water Alarm (one choice may be specified) ves Audible and Visual yes Auto Dialer
9. Summary of force main to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(n)
Minimum
Velocity
( )
Maximum
Velocity
(fps)
Minimum
Cover (in)
8
4565.62
PVC
156.1
116
_
�3
3.i3
'_' .
I0. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? X yes _ no
11. Is pump station subject to flooding? yes X no. If yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
13. Are there existing or planned pump stations downstream of this sta5on? Yes X No. If yes, the engineer shal
evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as an
attachment to this application.
FORM: GSPSA 11193 Page 4 of 8

This form mast be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by IV' copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslopc
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.):
Fayetteville Public Works Commission
2. Narne & complete address of engineering firm: Allen—Kimley & Associates, P.A.
114 Hale Street
Fayetteville, NC 28301
Telephooe number. ( 910 ) 437-9800
3. Project name: Cypress Lakes Area Utilities, Phase 1
4. Name of closest downslope surface waters: Gray' s Creek
5. County(s) where sewers and surface waters are located: Cumberland
6. Map name and date:
Hope Mills Quadrangle, 1986
7. NC Professional Engineer's Seal, Signature, and Date:
e1v
.0,pitSSi2 ?
9
C
SEAL ..
��• 12908 k� . (6,OS/94
• v C4'C/NEE5 •• •
„t/Pi, ••r.•..... �(L_,4
y H. P,\
TO: REGIONAL *ktIBR"rillALITY SUPERVISOR
PIease provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment:
Name of surface waters:
25, .�
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office person
(All attachments must be signed)
GSPSA 11/93 Page 5 of 8
Date: i 7 9%

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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 hems
a_ One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmined tinder
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of drtrailed plans and specifications signed and sealed by a North Carolina Professional Engines. The plans mast
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, 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 first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(cX5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are $100.
e. If the owner/authority of the wastewater treatment facility (WW1T) 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 WW1F
specifying the volume of flow that will be accepted. The letter should be a recent leuer and should refer to the project by the
same name as that identified on the application and the plans/specifications.
f. If the application is being submitted in the name of a privately owned public utility, evidence mu:: be .3ubrnitxd from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
A properly executed Operational Agreement (original and one copy - form provided by DEM) 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.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit
A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
fed free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
g.
FORM: 6373A 11/93 Page 6 of 8

„lame and Complete Address of Engineering Finn:
Allen—Kimley & Associates, P.A.
114 Hale Street
City: Fayetteville Scale: NC yip: 28301
Telephone Number. ( 910 437-9800
Protessional Engineer's Certification:
I. Harvey H. Allen , attest that this application for Cypress Lakes Area Utilities, PH
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 hup ,edged it to be consistent with the proposed design.
North Carolina pro �44Seal, Signature, and Date: p
C&04[S�St( , _•• QUALITY SECTION
GTtc;
l.
SEAL 1 FEB 0 d 1999
s 12908 Q,
4` 4CI NEE:.•” ..., ,, //, Non -Discharge PermitS+ 9
Applicant's Certification:
I, Victor Gan ehsani , attest that this application for' Cypress Lakes Area Utilities, PH ]
has been reviewed by me and is accurate and complete to the best of my I ry wledg►.. I understand that if all required parts of this
application are not completed and that if all required supporting information and tchrnents are not included, this application package
will be returned to me as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 11/92 Page 7 of 8

iL
•
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11193)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Btrrambe Madison
Btrdz McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson Moore
Bladen Robeson
Cumberland Richmond
Ham Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alarnanx Rockingham
Afleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort
Berne
Camden
Chowan
Craven
currituck
Dae •
Gates
Hertford
Greene
Jones
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
TYrell
Washington
Wayne
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabarrus
Catawba
Gaston
iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange .
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Bnmswick New Hanover
Csrt--t Onslow
Columbus Fender
FORM: GSPSA 11/93 Page 8 of 8

•
CYPRESS LAKES AREA UTILITIES - PHASE 1
Pump Station Anticipated Flows - (Up to 5 yrs, at which time the pump station is projected to
be moved to NC 87 with flow pumped directly to Rockfish Treatment Plant)
Residential: (400 units) * (3 bdrms/unit) * (120 gal/bdrm/day) = 144,000 gpd
School: (1000 students) * (15 gal/student/day) = 15,000 gpd
Light Industry: (500 employees) * (25 gal/employee/day) = 12,500 gpd
Commercial (retail): (130,000 sf) * (120 ga1/1000 sf/day) = 15.600 gpd
TOTAL: (Domestic/Commercial = 93.3%. Industrial = 6.7%) 187,100 gpd
Cypress Lakes 18" Outfall - (10 yr projection)
Residential: (2000 units) * (3 bdrms/unit) * (120 gal/bdrm/day) =720,000 gpd
School: (1000 students) * (15 gal/student/day) = 15,000 gpd
Light Industry: (1300 employees) * (25 gal/employee/day) = 32,500 gpd
Commercial (retail): (250,000 sf) * (120 gal/1000 sf/day) = 30.000 gpd
TOTAL: (Domestic/Commercial = 95.9%. Industrial = 4.1%) 797,500 gpd
Cypress Lakes 18" Outfall - (20 yr projection)
Residential: (4000 units) * (3 bdrms/unit) * (120 gal/bdrm/day) =1,440,000 gpd
School: (1000 students) * (15 gal/student/day) = 15,000 gpd
Light Industry: (1300 employees) * (25 gal/employee/day) = 32,500 gpd
Commercial (retail): (250,000 sf) * (120 gal/1000 sf/day) = 30.000 gpd
TOTAL: (Domestic/Commercial = 97.9%. Industrial = 2.1% 1,517,500 gpd