WQ0014141_Application (FTSE)_19970721

a
MEMO TO:
FROM:
SUBJECT:
State Review Group
Ricky Revels R-4* .f,
Environmental Technician IV
Procedure Four (4)
WQ0014I41
Rayconda Outfall
Sewer Extension - Public
PWC/City of Fayetteville
Cumberland County
Division of Water
Quality
Fayetteville Regional
Office
7/31/97
Date
State Review Group Review
Engineer Matt Williams
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 Expiration Date: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 1/96
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 122,891 GPD
domestic
100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval
RR/rr
Enclosure
X Denial

GKEWS,'X
^
`
'
" PERMIT--NC0056i85 PIPE--00i REPORT PERIOD: 960i-96i2 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFI%H CRK DESIGN FLOW-- i2.0000 CLASS-4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE
50050 003i0 00530 006i0 3i6i6 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F12.0000 F 12.80 F 30.0 F 2.00 F 200.0 NOL NOL NOL
96/01 7.3096 4.06 1.6 .08 4.4 194.047 i0.0i i
96/02 7.6517 2.68 1.4 .05 2.8 26i.666 9.68
96/83 8.0741 3.72 i.3 .05 6.4 202.380 9.60
LIMIT Fi2.0000 F 6.00 F 30.0 F i.00 F 200.0 NOL NOL NOL
96/84 8.3266 3.63 1.7 .43 10.7 222.619 9.16 i
96/05 8.2000 3.05 1.6 .07 i5.2 207.954 9.12
96/06 8.0766 2.84 i.2 .06 22.6 219.250 9.i6
96/07 8.5967 .6 .03 2.8 224.090 8.77 1
96/08 8.4870 3.20 i.0 .02 4.1 20.590 9.12
96/09 i0.6400 4.i6 i.5 .03 i5.9 303.000 8.36
96/10 9.7709 i.0 .02 6.4 250.869 9.i4 i
LIMIT F12.0000 F i2.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
96/ii 8.7466 3.55 i.0 .02 4.5 255.000 9.44
f6/i2 9.0i61 i.0 .iO 2.0 289.750 9.46
AVERAGE 8.5746 3.32 1.2 .O8 8.i 24i.85i 9.25 i
4AXIMUM i7.7000 7.90 ii.0 3.60 700.0 480.088 i0.90 �
GNIMUM 6.6000 i.20 .2 .01 LE%%THAN 80.000 6.80 i
]NIT MGD MG/L MG/L MG/L 0000ML UG/L MG/L PA%%/FAI

GREXUuAp
07/3i/97
v COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
�
; PERMIT--NC0050i05 PIPE--001 REPORT PERIOD, 960i-96i2 LOC--- E
FACILITY--PWC/FAYETTEVILLE-ROCKFI%H CRK DESIGN FLOW-- i2.0008 CLASS-,!
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
000i0 00400 08600 00665 0i042 0105i
MONTH TEMP PH TOTAL N PHO%-TOT COPPER LEAD
LIMIT NOL 9.0 6.0 NOL NOL NOL Not..
96/01 16.47 7.8-6.6 i7.800 1.8700 5.0000 .3000
96/02 7.65 8.0-6.6 i8.600 i.4300 5.0000 .2008
96/03
i7.04 7.3-6.4 14.300 2.0400 4.5000 .i500
LIMIT NOL 9.0 6.0 NOL NOL Not.. NOL
96/84 i9.80 7.2-6.8 i6.680 1.4100 5.0000 .2000
96/05 21.8i 7.8-6.6 i4.400 1.4300 .0008 .0000
96/06 24.75 7.6-6.7 i5.200 1.9400 .0000 .0000
96/07 i7.300 4.i400 .0000 7.6i00
16/08 26.50 7.1-6.6 i7.900 2.5600 .0000 .0000
76/09 7.i-6.2 i7.300 i.0400 .0000 .0000
f6/i0 23.86 7.3-6.5 W.400 i.0800 .0000 .0000
'IMIT NOL 9.0 6.0 NOL NOL NOL NOL
/6/ii 2i.47 13.700 .7500 .0000 6.2800
?6/12 i8.95 16.200 i.8608 .0000 .0000
\VERAGE 20.83 i6.858 i.729i i.6250 i.2283
iAXIMUM 28.00 8.000 i8.600 4.i400 5.0000 7.6i00
HNIMUM 6.80 6.200 13.400 .7500 4.0000 .2000
}NIT DEG.0 %U MG/L MG/L UG/L UG/L

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 21, 1997
MR. VICTOR GANJEHSANI
PWC OF FAYE FI EVILLE
PO BOX 1089
FAYE 1TEVILLE, NORTH CAROLINA 28302
Dear MR. GANJEHSANI:
Subject: Application No. WQ0014141
Rayconda Outfall
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 15, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams 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 Matt Williams at [phone] extension 509. 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
INQUIRIES ON THIS PROJECT.
(Sincerely,
m H. Co son, P.E.
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Hobbs, Upchurch & Associates, P.A.
Pollution Prevention Pays
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
GRAVITY SEWER COLLECTION SYSTEMS
This form may be photocopied for use as an original. Pump Stations, force mains and low pressure sewers
(including S.T.E.P. systems) are not to be included as part of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items are included
with the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
Applicant's Initials
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(cX5). The fee for
sewer extensions is $400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority,
as granted by the Division of Environmental Management) is $200.
3. If the owner/authority of the wastewater treatment facility (WWTF) and/or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the project, then a letter(s)
must be provided from the owner/authority of the WWTF and/or collection system specifying the
volume of flow that will be accepted. The letters) should be recent (within one [1] year) and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4. If the application is being submitted in the name of a privately owned public utility, written
documentation must be submitted 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,
written documentation must be provided from the Utilities Commission acknowledging these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences, condominiums, or town houses AND if the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
II. PERMIT INFORMATION:
1/1
Vc3
SOC Project: Yes x No.
1. Application Number (will be completed by DEM): (13GX)° 'gig!
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 and permit issue date
4. Specify whether the applicant is: X public private.
5. Application Date: 7/7/97 6. Fee Submitted: $ 400.00
7. County(ies) where project is located: CUMBERLAND
8. Applicant's Name (Please specify the name of the municipality, corporation, individual, etc.):
THE PUBLIC WORKS COMMISSION OF THE CITY OF FAYETrEVILE
FORM: GSPA 02/96 Page 1 of 4
1,400 copies of this document were printed at a cost of $117.32, or $0.084 per copy.

III. GENERAL INFORMATION:
1. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
VICTOR GANJEHSANI — CHIEF ENGINEER — WATER RESOURCES
2. Mailing address: P.O. BOX 1089
City: FAYETTEVILLE
State: NC Zip: 28302-1089
Telephone Number. ( 910 ) 483-1401
3. Project Name (Please specify the name of the subdivision, facility, or establishment. The name should be consistent with
the project name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
RAYCONDA SANITARY SEWER OUTFALL
IV. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic/Commercial 0 % Industrial
0 % Other (specify)
2. Volume of wastewater generated by this project 122,891 gallons per day.
3. Explanation of how wastewater volume was determined: WASTEWATER VOLUME IS BASED ON A 20 YEAR
PROJECTION OF FLOW FOR THE SEWERSHED SERVED. THE PROJECTION UTILIZES ESTIMATES
OF HOOKUPS OF EXISTING UNSEWERED HOMES AND ESTIMATES OF GROWTH IN THE SEWERSHED.
THE 20 YEAR SANITARY SEWER MASTER PLAN CONTAINS SUPPORTING DOCUMENTATION.
(SEE ATTACHED)
4. Name of wastewater treatment facility receiving wastewater. ROCKFISH CREEK WATER RECLAMATION FACILITY
Owner of wastewater treatment facility. PUBLIC WORKS COMMISSION OF THE CITY OF FAYE1 rEVILLE
Facility Permit Number. NCOO 50105 or WQ
5. Indicate any parameters (and their concentrations) which will be greater than normal domestic levels: NA
6. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? NA
7. If a pretreatment permit is required, has one been issued? NA Yes No. If Yes, please attach a copy of
the pretreatment permit. If No, when will one be issued?
FORM: GSPA 02/96 Page 2 of 4

V . DESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permitted, by diameter and length
Diameter (inches)
. Length (linear feet)
15 INCH
2650
12 INCH
9060
•
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? X Yes No. If Yes, please identify and explain:
.0219 (i)(G)(vi) THE ALIGNMENT OF THE SEWER IS WITHIN TWO LAKE BEDS FOR A
PORTION OF THE PROJECT. ALIGNMENT TO AVOID THIS WAS ATTEMPTED BUT WOULD
CAUSE EXTENSIVE PROPERTY DAMAGE AND PERMAENTLY DISFIGURE A LARGE AMOUNT OF
PERSONAL PROPERTY AND DESTROY THE CHARACTER OF THE RESIDENTIAL AREAS. THE
CURRENT ALIGNMENT IN THE LAKE BEDS HAS BEEN CAREFULLY DESIGNED TO MINIMIZE
INFILTRATION INTO THE SEWER LINES. NO EXFILTRATION OF WASTEWATER INTO THE
LAKES SHOULD EVER OCCUR. HYDROSTATIC PRESSURE WILL PROHIBIT THIS. MANHOLE
COVERS ARE RAISED 1.5' ABOVE THE LAKE LEVELS. THERE IS NO 100 YEAR FLOOD
AREA WITHIN THE PROJECT.
•
IMPORTANT:
If you responded Yes to question V.2 above, the completed application package,
jncluding two (2) copies of plans. specifications. supporting information and
any other materials, should be submitted for an individual permit.
FORM: GSPA 02/96 Page 3 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm:
HOBBS, UPCHURCH & ASSOCIATES, P.A.
290 S.W. BROAD STREET. P.O. BOX 1737
City: SOUTHERN PINES State: NC
Telephone Number. ( 910
692-5616
Zip: 28387
Professional Engineer's Certification:
RONALD S . HUFF , attest that this application for RAYCONDA
SANITARY SEWER OUTFALL
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12,1996. 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.
otos li/l ltfftff
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
I, VICTOR GANJEHSANI
, attest that this application for RAYCONDA
SANITARY SEWER OUTFALL
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 to me as incomplete. Upon approval and completed construction, I will operate this system in accordance with the
North Carolina wastewater.collection it requirem ts.
Signature ///n,,,'"l "'2— Date 7'��>.17
,
6
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: GSPA 02/96 Page 4 of 4

.ewers re 11ia._ 94
tasimum Flow / Land Use
--ow _
u83'rlu83d'uph'fpr=
70046
u84*rlu84d*uph*fpr=
0
u9l 'r1u91 d'uph'fpr=
0
u105'riu105d'uph'fpr=
0
uil Development Flow Total
70046
% der
fres]
reseq
2001
f✓YCcf
fcom
molest
fconst
% dev
fres!
reseq
2006
fcom
And
infllest fconst
% dev
fres!
2016
reseq - m
find
infilest jams'
0
0
wershed No.
0
743
149
891
96
cximum Flow / Land Use
flow
33 *rl u83d *uph'fpr=
442057
34'rlu84d'uphr=
0
D!'rlu91d'uph'fpr.
0
i 05'rIu105d'uph*.112r=
0
7 Development Flow Total
442057
10
7005
30
0
1035
1608
cl t. t a t. .. 4_L. ' �� Ca �.� L•t G� 1
2643
20
14009
60 0
1386
4465
C e (rery
i der
2001
2006
2016
fres]
reseq
fcom
find
infilest
icons:
% der
fres!
reseq
fcom
find
infilest
fconst
% dev
fres!
reseq
fcom
find
infilest
fconst
5
_—
22103
94
1808
0
4782 -
4782
12
53047
226
1709
0
10951
10951
27
119355
508
3536
0
24578
24578
Hobbs. Umwhurch Associates. P.A.
Moons •r Reitrel
Consult.. ,gineers
al x B
l
Res.f 11 1 355
fit'• r 4 4 4t4C_•I CM(
t Z. Z. '1 t a clarta
Estimated Sower Flow
Method ; tdshee t