WQ0016612_Application (FTSE)_19990323

MEMO TO: State Review Grouu Division of Water Quality
FROM: Ricky Revels f7 Fayetteville Regional Office
SUBJECT: Procedure Four (4) March 26. 1999
WQ0016612 Date
Campbell University Apartment
Site
Sewer Extension -Private
Campbell University
Harnett County
State Review Group Review
Engineer Danny Wiegand
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Harnett Co.s Buies Creek WWTP
2) WWTP design capacity 0.5000 MGD
3) NPDES Permit No. NC0030091 Expiration Date: 03/31/2001
4) Compliance Information:
Present treatment 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:
*64.800 GPD
domestic X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
-24,000- GPD
7) Regional
Recommendations: Approval *X Denial
* It is understood that 80/90% letters should go out from Raleigh around June 1999.
RR/rr
Enclosure

•
GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
03/26/1999
PAGE 1
PERMIT--NC0030091 PIPE--001
FACILITY--BUIES CREEK WWTP
LOCATION--BUIES CREEK
REPORT PERIOD: 9801-9812 LOC---E
DESIGN FLOW-- .5000 CLASS--2
REGION/COUNTY--06 HARNETT
50050 00310 00530 00610 31616 50060 TGE6C
MONTH Q/MGD BOD RES/TSS NH3+NH4- FEC COLI CHLORINE FTHD24PF
LIMIT F .5000 F
98/01 .5202F
98/02 .5455F
98/03 .6101F
98/04 .4981
98/05 .3150
98/06 .2817
98/07 .2706
98/08 .2926
98/09 .4034
98/10 .3932
98/11 .3922
LIMIT NOL
98/12 .3455
AVERAGE
MAXIMUM
MINIMUM
UNIT
30.00 F 30.0
24.34 20.7
7.59 11.8 3.92
13.85 12.4 2.91
11.26 6.9 5.13
10.07 5.5 2.11
13.38 9.4 2.69
15.43 12.7 14.22
11.80 7.3 1.74
6.52 9.9 6.60
4.28 6.9 3.97
13.92 16.5 2.70
NOL NOL NOL
17.32 19.6 2.38
.4056 12.48
1.1888 67.00
.1387 LESSTHAN
MGD MG/L
11.6
58.0
2.0
MG/L
00010
TEMP
NOL F 200.0 NOL NOL NOL
7.74 3.6 277.419 1 14.22
1.2 270.833 13.66
2.4 178.571 14.92
2.8 183.076 1 18.61
28.4 283.333 20.66
3.6 257.142 24.00
13.6 307.692 1 26.53
1.6 376.923 26.69
5.9 307.142 25.71
5.0 383.333 22.75
2.6 416.666 18.91
NOL NOL NOL NOL
2.0 625.000 17.06
4.67 6.0 322.260 1 20.31
19.00 112000.0 1000.000 1 28.00
.20 LESSTHAN 100.000 1 12.00
MG/L #/100ML UG/L PASS/FAI DEG.0

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
03/26/1999
PAGE 2
PERMIT--NC0030091 PIPE--001
FACILITY--BUIES CREEK WWTP
LOCATION--BUIES CREEK
00400 00600 00665
MONTH PH TOTAL N PHOS-TOT
LIMIT 9.0 6.0 NOL NOL
98/01 6.9-6.5 31.660 1.1300
98/02 6.9-6.6
98/03 6.9-6.7
98/04 6.9-6.1 13.470 1.5400
98/05 6.9-6.5
98/06 7.0-6.6
98/07 7.1-6.7 14.400 2.3600
98/08 6.9-6.6
98/09 7.1-6.6
98/10 7.1-6.7
98/11 7.1-6.5
LIMIT NOL NOL NOL
98/12 7.6-6.7
AVERAGE 19.843 1.6766
MAXIMUM 7.680 31.660 2.3600
MINIMUM 6.100 13.470 1.1300
UNIT SU MG/L MG/L
REPORT PERIOD: 9801-9812 LOC---E
DESIGN FLOW-- .5000 CLASS--2
REGION/COUNTY--06 HARNETT

• State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 23, 1999
Dr. James H. Ellerbe
Campbell University
Post Office Box 535
Buies Creek, North Carolina 27506
Dear Dr. Ellerbe:
AVA
NCDENR
NORTH CAROLINA DE dIE jilt/ %
ENVIRONMENT AND NATU ROES.,
MAR 2 5 1999
FAYETTEVI LLE
REG. OFFICE
Subject: Application No. WQ0016612
Campbell University Apartment Site
Sewer -Private
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 17, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Danny Wiegand for a detailed engineering review. Should there
be any questions concerning your project, the review 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. Danny Wiegand at 919/733-5083 ext. 358. 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.
cc:Fayetteville Regional Office, Water Quality
Parker & Associates, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
`.--Mr. Kim H. ColsorfeP.E.
Supervisor, Non -Discharge Permitting Unit
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

RECEIVED
WATER QUALITY SECTION
MAR 1 71999
Non -Discharge Permitting
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 ): Campbell University
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Dr. James H. Ellerbe (Secretary)
3. Mailing. Address: P.O. Box 535. 501 Dr. McKay Road
City: Buies Creek
State: NC Zip: 27506
Telephone No.: (910 ) 893-1610
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Campbell University Apartment Site
5. Application Date: 3/12/99
7. County where project is located:
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): Lk. QJ'(0(0 la
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.
N/A 3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or X private.
6. Fec Submitted: $ 400.00
Barnett County
revolkR.• ncnc Ain,

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.:
Apartments
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None Known
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: 64,800 gallons per day
6. Explanation of how wastewater volume was determined:
(9) Buildings x (8) Units x (3)Brms. x (120) GPD x 2.5 = 64,800 GPD
Bldg. Unit Brms
IV. DESIGN INFORMATION:
1. Brief project description: Private gravity collection sewer services for (9)
proposed Apt. buildings and (1) on -site lift station and off site force main
delivering to ex. private gravity sewer system.
2. Name of wastewater treatment facility receiving wastewater. Buis Creek WWTF
a. Facility permit no.: NC 00 300 91
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Ex. downstream gravity sewer main flows dirctly to
Bilks Creek WWTF presently operating at approx. 400,000 GPD with max.
capacity of 500,000 GPD. Contact Mr. Jay Michaels ORC at 910-893-4252 for
more information regarding 17-mq:clad future upgrade.

N/A
N/A
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:
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
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: linear feet.
N/A 6. This sewer line segment occurs between manhole no. and manhole no.
N/A 7. Does the owner/operator have the ability to clean this length? Yes No.
N/A 8. Sewer subject to existing or planned traffic bearing loads? Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
N/A 9. Outside drop manholes are provided where invert separations exceed: feet.
N/A 10. Identify (by manhole number) those manholes that have drop connections:
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
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
00 GPD/ pipe dia. in./ mile.
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
N/A 13. Are manholes subject to flooding? _Yes No
N/A 14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes _ No
(100 yearflood elevation should be indicated on plans)
N/A 15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( shou::1 be shown on plans): _Yes _ No
N/A 16. Identify (by manhole number) those manholes that are vented:
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
PAGES 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: East Buies Creek
3. Classification of closest downslope surface waters: WS-4 (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: Back-up power supply/portatie generator
5. What size pumps are provided? 68 GPM
6. How many pumps are provided? 2
7. What is the maximum capacity of the pump station? 72,000 GPD
8. What is the design total dynamic head? 59 feet
9. How many pumping cycles will occur at the design flow rate?
10. Check if provided at pump station:
Alternate Power Source x
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 x
High Water Alarm x Audible and Visual x Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
2.5 938 PVC 183.8 168.8 2 8 48
5
x
x
x
x
x
x
cycles per hour
x
12. 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
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding?
N/A 14. If subject to flooding, specify the 100-year flood elevation:
Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes x no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subiect flnwc.

MRR.10.1999
1 37PMry�•�� NV I RO •
ENAL _n.a.. ES
•
636 Po2.03l 6.2/29 17:47
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
heir and on the attached map segment:
'Name of surface waters: Fos / 8 i t S Crc J
C laasifcadon (as established by the Environmenal Management Commission): WS —IC
Proposed Classification, if applicable: _.._ NA
Signature of regional oftiee personnel: /9//RL4-- Date: S- /0- 9 /
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility. the classificadon 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 to Division of Envrtonnumtal
t Regional Water Quality Supe visor (nee attach f g). At a tninizaum, you must
iacl an SS" by 11" copy of the portion of a 7S minute USOSS Topographic Map which shows
the ce ce You must identity the location of die facility and the closest downslope
The application may not be submitted undl thisform is ctheomp d)it eluded with the innittedubbmitt 1.
1. Applicant (corporation, individual, or other ): Clucball tmivorsity
2. Name and Complete Address of Engineering Firm: Parker a Aseeciates
P.O. Box 58475
nrazc: "a tip: Z7030
Telephone No. [phone] taffies) ,[phone] (fan)
3. Project Nantes _Caspbeu t)nivexiity iiiment site
4. Pump nation design flow: 64, 800 dam; 45
S. Name of closest downslope surface waters: _ _team cosh
6. County(s) where project and surface waters are located: Earnett Canty
7. Map name and date: cents. t - 1973 rev. 1987
8. North Carolina Professional Engineer's Registration No. 24643
9. Print Name of Engineer Dion J. viventi., P.E.
GPM
10. Seal and Signature (specify date): ` 0 CM • 40,
,,`
6of10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Aiamarrce
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Washington Regional WQ Super.
P 0 Box 1507
Washington, NC 27889
919/946-6481
Beaufort Jones
Berrie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dan; Pitt
Cates Tyrell
Greene Washington
Y:etfoni Wayne
Myth
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexandre
Cflbamrs
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Durham
FAgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3045
919/395-3900
Bnut_swick
Carteret
Columbus
D uplin
New Hanover
Onslow
Fender
7 of 10

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 first
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

RECEIVED: 3-12-99;
10:04AM; 9198767778 => CAMPBELL U.PHY.PLANT;
9198767776 PARKER 8 ASSOCIATES
413
643 P13
MAR 12 '99 11:27
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Parr a Associates
P.O. BOX 58475
City: Raleigh
Telephone No. (919) 876--77/8
State: NC Zip: _ 27658
Professional Engineer's Certification:
I, Dion J. Viveati , attest that this application for Cbe11
University Apt. Site 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 subrnival package may have been developed by other professionals, inclusion of
these materials under my signature and seal siiiniEes that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer Dian J. Viventi
Seal and Signature (specify date):
Applicant's Certification:
I, Dr. James H. Ellerbe
University Apts. , site
24643
EAL
4 q
aj .....
••,�N�Ji VNt: � W)-Dfr rge PemUttin9
, attest that this application for 0.mnrkw.11
WAr E�qE D
CTION
MAR 1 71999
has been reviewed by me and is accurate and complete to the best of my knowledge. I uaikrstand
that if all required parts of this application am not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. —
Signature
2/ Eilcd,k_
Date 3- I a; 99g
ED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION ANMATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION 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

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
Dornestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
$250
$250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$240 $120
$400
$400
$250
$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