WQ0008928_Application (FTSE)_19940125

f/zo
MEMO TO: State Review Group n�
FROM: Michael Wicker, WQ Nl
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0008928
Williamsburg Apartments
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
2/10/94
Date
State Review Group Review
Engineer John Seymour
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
2) WWTP design capacity 12.0 MGD
3) NPDES Permit No.: NC0050105
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _1/01/93_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed
domestic 100% ; industrial
Expiration Date: 05/31/96
sewers: 7,200 GPD
; other
6) Volume from previously approved projects not yet tributary to
WWTP 3,102,023 GPD
7) Regional Recommendations: Approval X
MW/RR/rr
Enclosure
Denial

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
r�
.0'%a•Aiihniel
CD E I -I N Fl
January 25, 1994
MR M.J. NOLAND
PWC/FAYE FI EVILLE
PO DRAWER 1089
FAYE1"1'EVILLE, NORTH CAROLINA 28302
Dear MR NOLAND:
JA 27 1994 '� #
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0008928
Williamsburg Apartments
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 25, 1994. 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 John Seymour for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
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 John Seymour at [phone].
Sincerely,
yiva ,,,,,,,7)(66Lez_t_
Caro yn Mc askill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Collie & Collie Consulting Engineers
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

DEI-IN 4 DE;t;t`IQ
GI,l UNIT
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
Public Works Commission of the
1. Applicant (corporation, individual, or other ):City of Fayetteville, N. C .
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M. J• Noland, Director
of Water -Resources
3. Mailing Address: P.O. Drawer 1089
City: Fayetteville
State: N.C. Zip: 28302-1089
Telephone No.: ( 910 ) 4 8 3 -14 01
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Water And Sanitary Sewer Utilities To Williamsburg Apartments
Fayetteville, N. C.
5. Application Date: January 18, 1994 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
�Q 0 0 v�9 Z
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 and issue date
4. Specify whether the applicant is x public or private.
FORM: GSPS 4/91 Page 1 of 10

URA V1'I'Y SEWER EXTENSION & PUMP ST\TION .
PAGE 2 (4/'91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Doiaestic; % 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
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: 7200
gallons per day
6. Explanation of how wastewater volume was determined: 5 Apartment Buildings
X 6 apartments per bldg. X 2 bedrooms per apartment X
120 gpd.per bedroom = 7200 gpd.
IV. DESIGN INFORMATION:
• 1. Briefprojectdescription: Project begins on Freeport Road at existing
18" Persimmon Creek Interceptor and follows Freeport Road,
Fraser Dr. and Bromley Dr. to Williamsburg Apartments.
2. Name of wastewater treatment facility receiving wastewater. Rockfish WWTP
a. Facility permit no.: NC 0 0 5 010 5
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: This system is tributary to the Per-
simmon Creek Interceptor System which was designed
to include wastewater from this project area.
2 of 10

r
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
'3. ` Stiiamary 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;,; = I ength -- 'Pipe , • C or N jvlin.. .: Max.. Niuumuui .... Max...:.:. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8, 2983 V.C. _ 0.013 0.40 6.20.E 2.0 8.6 60
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: 400 linear feet.
7+00.43 1.1+00.43
6. This sewer line segment occurs between manhole no. and manhole no.
Bromley Dr.
7. rDoes 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?
The min. cover of 5' is sufficient to withstand the traffic
loads.
9. Outside drop manholes are provided where invert separations exceed: feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3of10

a.GRAVITY SEWER EXTENSION & PUMP STATION
"PAGE 4 (4/91)
Mazimurn allovnable infiltration/exfiltration test rate: 10 0 GPD/ pipe dia. in./ mile.
Est : :,;,
,'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?
13. Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 year flood elevation should be indicated on plans)
x Ycs __ No
_Yes x No
Yes _ No
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Ycs _ No
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
PAGE 9 (4/91)
I
s:°sg
Name and Complete Address of Engineering Firm: collie & Collie. Cons_ul t in g
Engineers, 2573 Ravenhill Drive
city; FaetteiTi`e`
Telephone No `{ . ` (=9 l ). 4 8 4 - 6 3 5 3
State: N.C. Zip: 2810-=5451
Professional Engineer's Certification:
John Craig' Collie , attest that this application for Sanitary Sewer
Extension'..Tb 'Williamsburg Apartment s has beene 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. 18071
Applicant's Certification:
I. M. J. Noland
Extension To Williamsburg Apartments
Print Name of Engineer John Craig Ccj,I ssit ,,,,,�•
.•`��N CARO" .,.
Seal and Signature (specify date): # :,•' ESSG
SEAL . i 1. /-/7-9¢
18 071 : s
\$?tr§V
,attest that this application for
Sanitary Sewer
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.
Signature
a`t`.! Date /— /Y V /
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 13OX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STA-LION
PAGE 10 (4/'91)
3
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
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 .
$240 $120
$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

•
State of North Carolina
Department of Environment, Health, and Natural Resources
Division ot• Environmental Mana��cment
512 North Salisbury Street • Ralei<Th. North Carotin:: 626.HI3.
;amcs G. !viarun. Governor
\Viil:am \V. Cobey, 1r.. Secretary
Memorandum
To: Delegated Municipalises
From: Steve W. Tedder. Chief
Water Quality Section
Subject: Delegated Munic::t hies !::`: c:.d tit for Revised Non-Discu:tr e lit nit : Applt�.t:J•,:.
The Division of Environmental Management's Water Quality Section has revised
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the busiu
information that the Division feels is necessary in order for the delegated municipalities to perform
review on a gravity sewer project for the Division; therefore, the Division will no longer require t;mt
the "Delegated Municipalities Gravity Sewer Design Checklist" be completed and submitted. We do.
however, require that the delegated municipality perform the same type of review as always reou:rca
and complete the bottom portion of this page and attach it as the last page of all gravity se'Yer
applications that are being submitted as a delegated municipalities project. If you have any questions
on this matter, please contact Mr. Randy Jones at 919/733-5083.
DELEGATED MUNICIPALITY GRAVITY SEWER CFRTTFICATIn
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
May 1, 1991
Applicant: ptIRI.TC WM- ig m744TccTnN flF THE ('TTY f1F FAYFTTFVTI I F, Nf1RTI1 CARFLINA
Project Name: WILLIAMSBURG APARTMENTS
Delegated Municipality Reviewer's Certification:
I, PARKER LAMBERT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications are
consistent with the information that has been specified on the Non -Discharge Application and ill::
Division of Environmental Manacemerds minimum design requirements for ivity sewer projects
Delegated Municipality Rcvic .,er's NC Prcte.ssionnl Engineer's Rcgistnuon 1812E
Seal and Signature (specify da:;:)
FORM: DMGS 091
PAGE 1 OF 1

•
MAR 23 199S
ENV, NIIANAGL'diLN i
FA`(LZJEVILLE REG OFFIC1
March 20, 1995
M.J. NOLAND
PWC/FAYETTEVILLE-WMS.BURG APT
PO DRAWER 1089
FAYETTEVILLE, NC 28302
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0008928
PWC/FAYEIThVILLE-WMS.BURG APT
CUMBERLAND COUNTY
Dear Permittee:
On February 24, 1994 the Division of Environmental Management issued you
the subject permit. One of the conditions of the subject permit read as
follows:
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 requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, COLLIE &
COLLIE CONS.ENG. at [phone]. If the facility has not been constructed,
please contact the Fayetteville Regional Office at [phone], so that they
can update their records.

Thank you for your prompt attention to this matter.
Sincerely,
Original Signed By
Angela Y. Griffin for
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office