WQ0006812_Application (FTSE)_19920729

MEMO TO: State Review Group
FROM:
M. J. Noland
Regional Supervisor
•
SUBJECT: Procedure Four (4)
WQ0006812
Orlando Townhouses
Sewer Line Extension
Cumberland County
. 17
Division of Environmental
Management
Fayetteville Regional
ffioe
t 3, 92
Date
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Kitty Kramer
1) Name of wastewater treatment plant to receive the wastewater:
City of Fayetteville - Cross Creek Wastewater Treatment Plant
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 07/01/91
(See attached self -monitoring data for July 1991 - June 1992)
5) Quantity and type of wastewater from proposed sewers: 9,600 GPD
domestic 100 ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP to domestic discharge is 616500 GPD
7) Regional Recommendations: Approval
MJN/AKK/akk
Enclosure
X Denial

S421111)
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
July 29, 1992
MR TIMOTHY WOOD
PWGFAYET1 ENILLE
PO DRAWER 1189
FAYE U EVILLE, NORTH CAROLINA 28302
Dear MR WOOD:
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0006812
Orlando Townhomes
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 28, 1992. This application has been assigned the number showp`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 final action by the
Division.
If you have any questions, please contact Michael Allen at [phone].
Sincerely,
`�DonaSafri& P.E.
JSupervisor, Permits and Engineering Unit
cc: Fayetteville Regional Office
Moorman, Kizer & Reitzel
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

V._ ;.
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
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Publ i c Works Commi ssi on of The
City of Fayetteville NC
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: 28302-1089
Telephone No.: ( 919 ) 483-1382
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Orlando Townhouses
5. Application Date: July 1992 6. Fee Submitted: V00.00
7. County where project is located:
H. PERMIT INFORMATION: 1. Permit No. (will be completed by DEM): j �-c�QC CMOK ( Z
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 and issue date
4. Specify whether the applicant is X public or private.
Cumberl and
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER °EXTENSION
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.:
Single Family Townhouses
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:
9,600 gallons per day
6. Explanation of how wastewater volume was determined: 40 units, with 2 bedrooms
at 120 GPD/Bedroom is 240 GPD/Residence.
IV. DESIGN INFORMATION:
1. Brief project description: Tap existing 6" water with a new 6" for fire
protection and a new 2" line to serve the units.
Extend 8" sanitary sewer to serve 40 residential two bedroom Townhouses
Cross Creek
2. Name of wastewater treatment facility receiving wastewater: Treatment P1 ant
a. Facility permit no.: NC000.23957
b. Engineer should provide statement of his
sewer converts
accept the wastewater:
which empties into the Blount's
evaluation of downstream sewers to
to PWC's existing 8" line
Creek tributary which
serves this area.
2 of 6

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 oN Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 594 V.C. 0.013 1.80 5.00 4.50 7.50 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?
5. Maximum sewer reach length between manholes: 350 linear feet.
6. This sewer line segment occurs between manhole no. 1+40 _ and manhole no. 4+90
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing
ine sewers to withstand the loads?
If yes, what measures are being taken to enable
Minimum of 36" of cover with suitable backfill material and compaction.
9. Outside drop manholes are provided where invert separations exceed: 2.5 _ feet.
10. Identify (by manhole number) those manholes that have drop connections: NONE
3 of 6

111.
GRAVITY SEWER, EXTENSION• • . r _
PAGE 4 (4/91)
Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 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? _ Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? _ 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
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ 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:
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, 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., fill ce copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(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

1r .
GRAVITY SEWER EXTENSION
y
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Moorman & Kizer, inc.
Post Office Box 53774
City: Fayetteville State: NC Zip: 28305
Telephone No.
Professional Engineer's Certification:
I, Jeffrey B. Reitzel , attest that this application for Orlando
Townhouses
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 En ineer's Registration No. 14951
Print Name of Engineer f?� /5. f� / pot --
Seal and Signature (specify date):
Applicant's Certification:
TIMOTHY WOOD
TOWNHOUSES
-7/7-0/f
, attest that this application for ORLANDO
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
1_1,761/
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

GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
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 $400
Domestic/Cooling Water $400
Sludge > 300 Acres
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
$240
$400
$400
$400
$200
$400
$250
$250
$120
$250
$250
0
$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.
6of6

Jam;
4 J (. .
JUl_ 28 P`i 9: 29
State of North Carolina
Department of Environment. Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh. North Carolina 27626-0535
James G. Martin, Governor G;:oree T. Ev1 rcu. Ph.D.
William W. Cobey, Jr., Secretary Director
May 1, 1991
Memorandum
To: Delegated Municipalities
From: Steve W. Tedder. Chief
Water Quality Section
Subject: Delegated Municpalities 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 CERTIFICATION
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Applicant: pip
Project Name:
APOT T.NA
ORLANDO TOWNHOUSES
Delegated Municipality Reviewer's Certification:
I, VTCTfR GAN.TEHSANT , 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 the
Division of Environmental Management's minimum design requirements for gravity sewer projects.
Delegated Municipality Reviewer's NC Professional Engineer's Registration No.:
Seal and Signature (specify date):
FORM: DMGS 4/91
PAGE 1 OF 1

AKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/O3/92
PAGE i
PERMIT--NCO023957 PIPE--00i REPORT PERIOD: W07-9206 LOC---E
FACILITY--FAYETTEVILLE-CRO%% CRK WWTP DESIGN FLOW-- 22.0000 CLASS --I
-OCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 003iO 00530 00610 3i6i6 50060 00300 TGP31.(
4ONTH Q/MGD DOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
-IMIT %i8.0000 % 3O.O0 % 3O.0 NOL % 1000.0 NOL % 5.00 NOL
0/07 i2.8774 8.57 21.5 10.97 30.4 .547 5.70 i
7i/08 i4.i258 8.97 28.8 9.85 ii.9 .605 6.04
12.7666 8.4i i6.6 10.04 47.7 .507 7.10
fi/iO ii.9774 7.86 i4.i ii.80 i4.9 .723 6.66 i
fi/ii ii.i566 21.4 12.48 24.0 .695 7.16
7i/i2 ii.i433 9.13 25.3 i4.96 59.3 .77i 7.60
f2/01 ii.ii93 10.27 19.4 iO.69 197.8 .571 i
72/02 12.8724 9.13 12.8 ii.26 91.6 .495 7.03
92/03 i2.045i 6.42 i2.8 16.80 34.1 .529 6.67
72/04 12.7033 5.67 ii.2 2.63 iii.3 .354 6.69 i
72/05 i3.0064 7.02 i2.0 5.90 284.0 .384 7.63
92/06 i2.8533 6.25 5.9 i.80 250.4 .487 6.9i
AVERAGE 12.3872
4AXIMUM 20.2000
4INIMUM 7.9000
JNIT MGD
7.94
2i.4O
2.80
MG/L
i6.8 9.93 96.4 .555 6.90 i
90.0 35.40 13400.0 2.000 11.10 i
2.0 .iO i.O .000 5.00 i
MG/L MG/L 0000ML MG/L MG/L 9A

TKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
08/O3/92
PACE 2
PERMIT--NC0023957 PIPE--00i REPORT PERIOD: 9iO7-9206 LOC--- E
=ACILITY--FAYETTEVILLE-CRO%% CRK WWTP DESIGN FLOW-- 22.0000 CLASS--4
-OCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
000iO 00400 00600 00665 00720 01027 0034 OiO5i
�ONTH TEMP PH TOTAL N PHO%-TOT CYANIDE CADMIUM CHROMIUM LEAD
.!MIT NOL 9.0 6.0 NOL NOL NOL NOL NOL NOL
0/07 27.63 6.9-6.6 i2.600 3.6000 2.7000 i.2000 3.7200 13.4800
0/08 27.22 6.9-6.3 10.800 i.2000 5.3000 .7750 4.4500 13.9750
0/09 26.80 7.0-6.3 i6.i0O 2.0500 5.O000 5.0000 iO.0000 ii.000O
9i/iO 24.i7 7.1-6.2 i2.700 i.7200 5.0000 2.2240 5.0000 9.8000
9i/ii 20.50 7.0-6.4 i6.000 i.6500 5.0000 .4337 1.0000 6.250O
002 i8.10 7.3-6.4 i4.000 2.7000 5.0000 .3560 i.9420 9.9003)
92/Oi i6.23 7.6-6.8 i0.400 2.6000 5.0000 .2875 2.5000 6.0000
92/02 i6.25 8.1-6.9 i7.800 2.2500 .0050 .2950 i.7500 5.250O
92/03 i7.59 23.000 3.6200 .0050 .2500 2.0000 7.0000)
92/04 19.23 8.0-6.9 4.950 2.3333 .Oi00 .3025 1.7500 6.500O
92/05 20.65 9.0-7.0 ii.8OO 2.4666 5.0000 .3i75 2.7500 7.250O
92/06 23.8i 7.6-6.7 8.200 2.5000 .0000 .2925 i.2500 3.5000
AVERAGE 21.5i ________ i3.i95 2.3908 3.i683 .9778 3.i760 8.3254
MAXIMUM 29.00 9.000 23.000 4.6000 5.3000 5.0000 iO.00OO 3i.5000
MINIMUM i3.00 6.200 3.600 1.2000 .0050 .2000 i.000O 3.600O
UNIT DEG.0 %U MG/L MG/L UG/L UG/L UG/L UG/L

TKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
PERMIT--NC0023957 PIPE--00i
FACILITY--FAYETTEVILLE-CRO%% CRK WWTP
!OCATION--FAYETTEVILLE
MONTH
9i/O7
0iO67
NICKEL
OiO92
ZINC
NOL NOL
24.4000 75.6000
9i/08 i6.6250 98.i250
9i/09 24.7500 98.5000
7i/iO 22.4000 i16.2000
Ti/ii 24.7500 89.2500
002 20.4000 ii2.4000
92/Oi i6.2500 90.2500
92/02 25.0000 80.5000
92/03 66.5000 93.5000
92/04 12.5000 134.500O
92/05 i2.5000 345.2500
92/06 22.0000 i0i.2500
AVERAGE 24.0062 ii9.6iO4
MAXIMUM i22.0000 94i.0000
MINIMUM iO.0000 40.0000
UNIT UG/L UG/L
O8/O3/92
PACE 3
REPORT PERIOD: 9i07-9206 LOC---E
DE%IGN FLOW-- 22.0000 CLASS--4
REGION/COUNTY--06 CUMBERLAND

September 20, 1993
TIMOTHY WOOD
PWC/FAYErn.VILLE-ORLANDO TOWN
PO DRAWER 1089
FAYETITEVILLE, NC 28302
rt
jj-\'' SEP 23 1993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0006812
PWC/FAYETTEVILLE-ORLANDO TOWN
CUMBERLAND COUNTY
Dear Permittee:
On August 10, 1992 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,
MOORMAN,KIZER & REITZEL 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