WQ0006875_Application (FTSE)_19920814

MEMO TO: State Review Group
FROM: M. J. Noland
logvk8 p" i s
SUBJECT: Procedure
WQ000687
%R & W Piz
Sewer Extension -
Cumberland County
Public
Division of Environmental
Management
Fayetteville Regional
Office
08/24/92
Date
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Fayetteville - Cross Creek WwTP
2) WWTP design capacity 16.0 MGD
3) NPDES Permit No.: NC0023957
Consent Judgement No: JOC 87-19
Expiration Date: 09/30/92
Expiration Date: 04/30/93
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _08/01/91_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 5,706 GPD
domestic 100% ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP to domestic discharge is 626 100 GPD
7) Regional Recommendations: Approval X
MJN/rr
Denial

State of North Carolina
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
August 14, 1992
MR TIMOTHY WOOD
PWC/FAYE'IThVILLE
PO DRAWER 1089
FAYETIEVIT F, NORTH CAROLINA 28302
Subject: Application No. WQ0006875
R&W Pizza Hut
Sewers -Public
Cumberland County
Dear MR WOOD:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 14, 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 fmal action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
cc: Fayetteville Regional Office
Allen & Associates
Sincerely,
Donald Safit, P.E.
Supervisor, Permits and Engineering Unit
InCEND
20 1992
ENV. MANAGEMENT
Pollution Prevention Pays FAYETTEVILLE REG. OFFICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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 r_11
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): 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): Timothy Wood, Manager
3. Mailing Address: P.O. Drawer 1089
City: Fayetteville
State: NC Zip: 28302
Telephone No.: ( 919 ) 483-1401
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc):
19614 Pizza Hut of N.C. Bldg. Partnership
5. Application Date: 6. Fee Submitted: $ 200.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. 4will be completed by DEM): COOas �Le
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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 NA and issue date
4. Specify whether the applicant is x public or private.
FORM: GSEA 4/91 Page 1 of 6

PUC=I'J/S Engr . 6.78-7426 • ID:
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commer
% Industrial; % Other waste (specify):
AUG 21'92 8:54 No.002 P.03
GRAVI"fY SEWEI''.0 .. f''"„
PAGE 2 (4r91)
•
2. Please provide a one or two word description specifying the origin of the wastewater;.:,,;�
such as school, subdivision, hospital, commercial, industrial, apartments, etc.
ecmmercial - Pizza Hut - sorving 122 meets
sEhl
14368
al, �� ••F4 I NE�.�.�
eA410ezzo
4,''.an nm+••
3. Indicate any parameter (and its concentration) that will be greater than normal domestic.,
levels: _ •NA ' �` '`
•
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to .
ensure protection of the receiving wastewater treatment facility?
NA
5. Volume of wastewater generated by this project: 5760 gallons per day:,
6. Explanation of how wastewater volume was determined: 122 seats at'40 ga1/seet';7;=40
4880 gpd or 2166 sf dining srca x 40 gol/15 sf dining area = 5760 gpd' (greta
t.4;
IV. DESIGN INFORMATION:
1. Brief project'description:
water and sewer
Pizza Hut - 122 soars being served'by pubTia`"
2. Name of wastewater treatment facility receiving wastewater; Cros■ Cr■ek
a. Facility permit r,o.: NC 0023957
t
b. Engineer should provide statenrent of his evaluation of downstream sewers toga'
accept the wastewater: Reviewed plans at PWC, subject praleet
discharges in-zo ;.,.n eight (8) indn line which rune down_Arbor Road end
then down Stacy Weever up to Cooper Or. where it dicharges•into a 12 i
owtfsll which r^un:^, south.
2of6

GRAVITY SEWER EXTENSION
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
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Ve1.(fps) Cover (in)
949 VCP 0.013 0.20 0.20 2.1 2.1 36 min
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?
NA
5. Maximum sewer reach length between manholes: 331.88 linear feet.
6. This sewer line segment occurs between manhole no. _ 0400 and manhole no. 3+31.88
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?
36' minimum cover
9. Outside drop manholes are provided where invert separations exceed: NA feet.
10. Identify (by manhole number) those manholes that have drop connections: NA.
3 of 6

16. Identify (by manhole number) those manholes that are vented:
PWC- td/S Eng r . 6,78-74,26 • ID: . RUG 21 ' 92 8:53 No .002 P .02
;.•err°a•:.,,,w
GRAVITY SEWER EXTENSION,
PAGE 4.(4/91) ;f.;<...
Maximum allowable infiltration/exfiltration test rate:.
Note: Must not exceed 200 GPD/ pipe dia. in,/ mile. 20Q GPD/ pipe dia. in/mile.
1"2': •' Minimum separation distances as shown on the plans or addressed in the specifications:
qmlr.g44,4,
CAROB
q.-00§....• �iy a) 100 ft. horizontal separation from wells or other water supplies? ,x. Yes _ Ns .•
�O 4��$$f ¢ b)12 in. vertical separation pipe from storm sewer or ferrous i e ?lI;i
SEAL i sanitary sewer specified? Yes _•No
14368 r
1. Gi�•��NGI N�-f�'�• 4� c) 10 ft, horizontal separation from water' mains or 18 in. vertical
+. CT 00 e,?� separation (water over sewer) or ferrous pipe specified.? X Yes L. No. ,:
''+,,°lei GA10 .
c itiahO,.,a 13. Are manholes subject to flooding?
_Yes No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, Na Yes :,,.< No
(100 year flood elevation should be indicated on plans)
1.5. Or are manholes watertight and vented 1 foot above the 100-year •.
flood elevation ( should be shown on plans): j Yes •
NA
•
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:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE :
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF'
•TIIE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately execrated 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 planview 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, Three copies of the existing permit if a renewal or modification: • .a.••.
c. The appropriate permit processing fee, in accordance with I5A NCAC 2I-1 .0205(e)(5):.:,
d. 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.
e. 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.
4 of 6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Allen 6 Associates
106 Burgess Street, Suite 202
City: Fayetteville State: NC: Zip: 28301
Telephone No. [phone]
Professional Engineer's Certification:
I, Harvey H. Allen , attest that this application for R6W Pizza Hut of
N.N. Bldg. Partnership 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. 12908
Print Name of Engineer Hervey H. Alien
Seal and Signature (specify date):
Applicant's Certification:
I, Timothy Wood
, attest that this application for
R6W Pizza Hut of N.C. Bldg. Partnership
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 " _ Date
7 IV
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
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5 of 6

i
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina: 27626-05
James G. Martin, Governor
William W. Cobey, Jr., Secretary
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder, Chief (`L
Water Quality Section
Subject: Delegated Municipalities Checklist. for Revised Non -Discharge Permit Applications
The Division of Environmental Management's Water Quality Section has revised the
Gravity Sewer Non -Discharge Permit Application Form. The form now incorporates the basic
information that the Division feels is necessary in order for the delegated municipalities to perform a
review on a gravity sewer project for the Division; therefore, the Division will no longer require that
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 required
and complete the bottom portion of this page and attach it as the last page of all gravity sewer
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 CERTTFI'ATTO
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
t`)_
G-
v,_
,.t
Geor .e Is. E` cr.•1l.:11 DN
D,rccii)r
Applicant: PURT,TC WOKVS COMMTSSTnN (W THR C'.TTY nF PAYF.TTRVTT.T.R NnR TAROT ZAIA
Project Name: pIzzA mrr _ RAmsEry
Delegated Municipality Reviewer's Certification:
I, VICTOR CAR:TEHSANT , attest that the subject plans and
specifications have been reviewed under my supervision and that those plans and specifications arc
consistent with the information that has been specified on the Non -Discharge Application and thy.
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Processional Engineer's Registration No.: 14368
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1

ingsa
aa AUG 19 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 27611
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary Acting Director
August 18, 1992
Timothy Wood, Manager
Fayetteville Public Works Commission
Post Office Drawer 1089
Fayetteville, N.C. 28302-1089
Subject: Application No. WQ0006875
Additional Information Request
Fayetteville Public Works Commission
R & W Pizza Hut of N.C. Building Partnership
Sewer Extension
Cumberland County
Dear Mr. Wood:
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 enclose a complete application. The applications received included only pages 1,3 and 5
of 6.
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 October 16, 1992 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
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

PPage 2
Permit No. WQ0006875
August 18, 1992
• •
If you have any questions on this matter, please call me at [phone].
Sincerely,
Michael D. Allen
Environmental Engineer I
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0006875
Allen & Associates