WQ0014562_Application (FTSE)_19971022

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MEMO TO: State Review Group
FROM: Ricky Revels R
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0014562
Helendale MHP
Sewer Extension - Public
PWC/Town of Hope Mills
Cumberland County
Division of Water
Quality
Fayetteville Regional
Office
it 06 97
Date
State Review Group Review
Engineer Farrell Keough
Regional Office
Contact Rick Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fa etteville 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 _ILK__
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
domestic
; other
6) Volume from previously a
WWTP GPD pproved projects not yet tributary
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure
Expiration Date: 5 31 2001 .
II1`GPD
100% ; industrial
to

d7KEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
ii/06/97
PAGE i
PERMIT--NC8050i05 PIPE--00i REPORT PERIOD: 9601-9612 LOC---LASSE
FACILI
LOCATITY--rW[/FAYETTEVILLE-ROCKFI%H CRK DESIGN FLOW-- 12.0000 LA%% 4
OW--rorET/EVILLE REGION/COUNTY--06 CUMBE^LAND � --
MONTH 50050 00310 00530 006i0 3i6i6 50060 00300 T�P3B y/n�u BOD RE%/T%% NH3-N FEC COLI CHLORINE DO CERI7DPF
LIMIT F12.0008 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL
96/01 7^3096 4.06 1.6 ^08 4^4 i94 047 i0 0i Not..
^ ^ ^ i
96/02 7.65i7
96/03
2.68 i.4
8.0741 3.72
.05
2.8 261.666 9.68
1.3 85
^ ^ 6.4 202.380
9.60
LIMIT F12.0000 F 6.00 F 30.0 F i 00 F 200 0 NOL
63 i 7 ^ ^ NOL 96/04 8.3266 3 NOL
^ ^ .43 10.7 222.619 9.16 i
96/05 8.2000 3.05
96/06 8.0766 2.84
96/07 8.5967 2.11
96/08 8.4870 3.20
96/09 i0.6400 4.i6
96/10 9.7709 3.56
i.2
.6
1,0
i.5
i.0
.07 15.2 207.954 9.i2
.06 22.6 09.250 9.i6
.03 2.8 224.890 8.77 i
.02 4.i 271.590 9.12
.03 i5.9 303.000 8.36
.02 6.4 250.869 9.14 �
LIMIT F12.0000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL Not..
ro/li 8./466 3.55 i.0 .02 4.5 255.000 9.44
f6/12 9.0i6i 3.37 i.0 .10 2.0 289.750 9.46
\VERAGE 8.5746 3.32 1.2 .O8 8 i 24i 85i 9 25
IoxIMUM i7.7000 7.90 ii.0 3.60 700^^
0 480O00 i0^90 i
unInUM 6.6000 i.20 .2 .0i LE%%TH�N 80^000 6^80 i
/nIT MGD MG/L MG/L MG/L 0/i00n�L ^ ^ 1
UG/L MG/L PA%%/FAI

`� ^ FACILITY
--NC0050iCOMPLIANCE EVALUATION ANALYSIS REPORT 1�/0
FOCATI/r--PWC/FA�ETTE"�LLEr1PE--80i REPORT PERIOD,pA�E
- LOCATION.--FAYETTEVILL�^ -�/UCKFI%H CRK DE%I960i-96i2 LOC
REGION/CO*n FLOW. 12 0008 ---E
�HTY--86 CUMBE^` CLA%�
".._ 088�o .' «LAND
/
MONTH
LIMIT
96/81
96/02
96/83
�ou�^
'`"'v GoAua
TEMP '''"" 80600
PH TOTAL N PHO00665 01042
NOL p_o � ^ %-TOT COppER 8�05� -
an
16.47 ~^» NOL
7 -
^ ^8-6^6 i7^800 NOL Not..
NGL
'." 5^0000
.3000
1
7^04 7 �-' ^
� LIMIT NOL ^"�o^� 14^300 2^8400 4^5800
' 96/04 9^0 ^ 6 0 ^i500
19^00 7^2-68 i6^NOL NOL NOL
~`" 1^4100 � a^,, NOL
~^�»«V
^2000
96/05
2i^8i
96/06
96/07
96/08
96/09
All
LIMIT
96/i1
96/12
AVERAGE
MAXIMUM
MINIMUM
/NIT
20.83
28.80
6.80
DEG^C
1
8.0-6^6 40
^ovn i^4300 5.0000
^2000
i4.400 i.4308
^0880
^0000
24.75 7^6-6.7 15.200 1^9400
.0000
.0000
7^2-6.5
4^�400
^0000 7^6100
26^58 7.�-6.6 i7^908 2.5600
^0000
^0000
23.86 7 v-, -
NOL 6, 0 8800 ^0000 ^0000
2i.47 7^9-65 iNOL NOL
3^NOL
'`" ^7590 NOL
.v000 6.2800
1
7^300 1^0408
^0000
.8800
8.95 7^5-6.5 4 z ..-
^400 i.0600 �»:^
'.."v ^0080
8.000
6^200
%U
i6.058
18,600
i3.400
i^729i
4,1400
^7580
MG/L
i^6250
5.0000
4^0000
i^2283
7^6i08
^2000
U�/L

State of North Carolina
Department of Environment and
Na ural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
K"A
C) E-1-1 Fl
RECEIVED
October 22, 1997
MR. STEVE ROUTH
TOWN OF HOPE MILLS
3701 SOUTH MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Dear MR. ROUTH:
C C i 2 4 1991
FAYETTEVILLE
REG. OFFICE
Subject: Application No. WQ0014562
Helendale MHP
Sewers -Public
Cumberland County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 20, 1997. This application has been assigned the number listed
above.
Your project has been assigned to Farrell Keough 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 Farrell Keough at [phone] extension 510. 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,
Kim FI. Colsdn, P.E.
tfi
cc: Fayetteville Regional Office
Ommercial Design & Construction
Supervisor, State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

RECEIVED �N
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f,. x ., V 1IATF�J nl �� i in • 1j
State of North CarolinA.„.,RepetrntttimdOCT 2 p 1y�1
Department of Environment, Health, and Natural Resources
Division of Environmental Management Non -Discharge Permitting
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 ): Town of Hope Mills
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Steve Routh, Town Manager
3. Mailing Address: 3701 S. Main Street
City: Hone Mills
State: N.C. Zip: 28348
Telephone No.: ( 910 ) 424-4555
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Helendale Mobile Home Park - South
5. Application Date: October 1, 1997 6. Fee Submitted: $ 400.00
7. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
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.
U5-
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number NJA and issue date
4. Specify whether the applicant is x public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 1 o % 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.:
Mobile Home Residences
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: N/A
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: 11, 520 gallons per day
6. Explanation of how wastewater volume was determined: (3 bedrooms/unit) x (120
gallons/bedroom) x (32 units)
IV. DESIGN INFORMATION:
1. Brief project description: 32 individual mobile home units served by Public
Water and Sanitary Sewer
"FIX /I< reu-60r0le — ,exie-K-cz e�
2. Name of wastewater treatment facility receiving wastewater:-&.orkfigh Pl1.
a. Facility permit no.: ►)CO0s0k0C
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Mobile Home Park flows by gravity to an
adequate existing sanitary sewer rnitfall paralleling Rig__
Rnrkfi sh Creek.
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 or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8" 1562 PVC 0.013 0.40 2.00 2.25 4.92 36
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?
Slopes have been limited to 2.00% maximum
5. Maximum sewer reach length between manholes: 338.36 linear feet.
6. This sewer line segment occurs between manhole no.0+00 and manhole no. 338.36
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?
Sanitary sewer has 36 inches minimum cover
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: 4+77. 84
(Boomer)
3 of 6

1
UKAVI1 Y Jtswr.K r.A r.INoluiN
PAGE 4 (4/91)
11. Maximum allowable infiltration/extiltration test rate:
Note: Must not exceeds GPD/ pipe dia. in./ mile. l00 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. verticalseparation 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? _ 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, N/A Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the .100-year N/A Yes _ No
flood elevation ( should be shown on plans):
16. Identify (by manhole number) those manholes that are vented: N/A
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: NN
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. Three 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

• GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm:
2592 Hope Mills Road
Commercial Design & Construct, Inc.
City: Fayetteville State: N.C. Zip: 28306
Telephone No. [phone]
Professional Engineer's Certification:
I, James C. Pate
, attest that this application for Hellendale Mobile
Home Park - South 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. 4480
Print Name of Engineer James C. Pate
giPGi95':
r.
•
Seal and Signature (specify date): ��'<�,„,•
Applicant's Certification:
I S-le ve J • R. �'+
, attest'thatais,application for
�cl cJ d.� (•�. M : !t, Hu n P -
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 /117'/97
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
$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 $250
$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.
6 of 6