WQ0010133_Application (FTSE)_19941014

MEMO TO: State Review Group Division of Environmental
Management
FROM: Ricky Revels
Environmental Technician VI
SUBJECT: Procedure Four (4)
WQ0010133
Veeder Root
Sewer Extension - Public
Town of Elizabethtown
Bladen County
1) Name of wastewater treatment plant to receive
Elizabethtown Wastewater Treatment Plant
2) WWTP design capacity 0_7 MGD
3) NPDES Permit No.: NC0026671
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _VA__
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed
Fayetteville Regional
Office
10/21/94
Date
State Review Group Review
Engineer Buzz Crosby
Regional Office
Contact Ricky Revels
the wastewater:
Expiration Date: 05/31/96
sewers: 0 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 5,760 GPD
7) Regional Recommendations: Approval X
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
7:1CIrlIF, A
�EHNF1
October 14, 1994
MR JAMES FREEMAN
TOWN OF ELIZABETHTOWN
PO BOX 716
ELIZABETHTOWN, NORTH CAROLINA 28337
Dear MR FREEMAN:
OCT 201994
ENV. MANAGEMENT
FAYE.TTEVILLE REG. OFFiCF
Subject: Application No. WQ0010133
Veeder Root
Sewers -Public
Bladen County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 12, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WA IER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Buzz Crosby 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 Buzz Crosby at [phone].
Sincerely,
Carolyn McCaskil1
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Municipal Engineering
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
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Elizabethtown
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): James Freeman
3. Mailing Address: P. o . Box 716
City: Elizabethtown
State: N. C. Zip: 28337
Telephone No.: ( 919 ) 8 6 2- 2 0 6 6
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Veeder Root Force Main
5. Application Date: October 7, 1994
Fee Submitted: S
7. County where project is located: B 1 a d e n
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): r 1.J f:Q1 (d 135
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

GRAVITY SEWER EXTENSION & PUMP STA i ION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 4 4 . % Domestic;
% Commercial;
56 % 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.:
Local domestic waste from subdivisions and local industries
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: dyes, suspended solids
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
None
5. Volume of wastewater generated by this project: 0
gallons per day
6. Explanation of how wastewater volume was determined: Proposed force main
to replace existing force main - no additional flow will
be generated.
IV. DESIGN INFORMATION:
1. Brief project description: Construction of new force main line to
serve industries and subdivision that feed into Veeder
Root Pump Station
2. Name of wastewater treatment facility receiving wastewater: Elizabethtown Wastewater
a. Facility permit no.:
Treatment Plant
NC 0026671
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Force main will be tied into existing
gravity sewers at a point where sufficient capacity exists.
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t.
GRAVITY SEWER EXTENSION & PUMP STATION
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 / A
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
0
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: N / A linear feet.
6. This sewer line segment occurs between manhole no. N / A and manhole no.
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?
Yes, adequate cover
9. Outside drop manholes are provided where invert separations exceed: Ni A feet.
10. Identify (by manhole number) those manholes that have drop connections: N / A
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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 10 0 GPD/ pipe dia. in./ mile.
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? x • Yes _ No
13. Are manholes subject to flooding? N / A _Yes _ 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
flood elevation ( should be shown on plans): N / A _Yes _ No
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:
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/-
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: N/A (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: (as established
by the Environmental Managetrent Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? GPM
6. How many pumps are provided?
7. What is the maximum capacity of the pump station? GPD
8. What is the design total dynamic head? feet
9. How many pumping cycles will occur at the design flow rate? cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Filets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm Audible and' Visual Auto Dialer
11. Summary of force main (by diameter
Diameter
(Inches)
Length Pipe High
(Linear Ft) Material Elevation
R" 12.800 PVC 125
size and pipe material):
Low Minimum Maximum Minimum
Elevation Velocity(fps) Vel.(fps) Cover (in)
100 2
4 36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? X yes _ no
13. Is pump station subject to flooding? yes X no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
•
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Cape Fear
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
N/A
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow froth the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ):
Town of Elizabethtown
2. Name and Complete Address of Engineering Firm:
Municipal Engineering Services Co., PA
City: Garner
State: N. C. Zip: 27529
Telephone No. 919 - 7 7 2- 5 3 9 3
3. Project Name: Veeder Root Force Mai mn
4. Pump station design flow: 800,000 GPD; 5 5 6 GPM
5. Name of closest downslope surface waters:
Cape Fear River
6. County(s) where project and surface waters are located:
Bladen
7. Map name and date: Elizabethtown North, 1987
8. North Carolina Professional Engineer's Registration No.
12297
9. Print Name of Engineer Charles David Dickenson
10. Seal and Signature (specify date):
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i
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avery
Buncombe
Burke
Caldwell
Cherokee
Clay
Graham
Haywood
Henderson
Jackson
Macon
Madison
McDowell
Mitchell
Polk
Rutherford
Swain
Transylvania
Yancy
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Beaufort Jones
Berrie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabanvs
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/7733-2314
Chatham
Durham
FA • ecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Fender
7 of 10

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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
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, details on the pump station, 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. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. 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.
f. 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.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
Municipal Engineering Services Co., PA
City: Garner
Telephone No. 919 - 7 7 2- 5 3 9 3
State: N. C. Zip: 27529
Professional Engineer's Certification:
I, Charles David Dickenson , attest that this application for Veeder Root Pump
Station Force Main 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. 12297
Print Name of Engineer C. David Dickenson
Seal and Signature (specify dat
Applicant's Certification:
I, James Freeman
Station Force Main
12 7 :z=
•:. .**(NC,NE:• ���,�
aqlVID
, atteYfttaetithii application for v e e d e r Root Pump
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 1o110lg1%
✓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
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GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (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.
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34° 37' 30.' '
7E1' 37' 30" 118
'
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1.7 MI. TO JUNC. U. S. 701 & N. C. 242 2 120 000 FEET I
CLARKTON (VIA U. S. 701) 10 MI.
Produced by the United States Geological Survey
in cooperation with North Carolina Department of
Natural Resources and Community Development
Control by USGS, NOS/NOAA, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs
taken 1980-81. Field checked 1982. Map edited 1987
Protection and 10,000-foot grid ticks: North Carolina coordinate
system, (Lambert conformal conic)
1000-meter Universal Transverse Mercator grid, zone 17
1927 North American Datum
To place on the predicted North American Datum 1983,
move the projection lines 13 meters south and
24 meters west as shown by dashed corner ticks
There may be private inholdings within the boundaries of
the National or State reservations shown on this map
Gray tint Indicates area in which only landmark buildings are shown
Short dashed blue lines indicate elliptical bay outlines
visible on aerial photographs
Fine red dashed lines Indicate selected fence and field lines where
generally visible on aerial photographs. This information is unchecked
BLADEN SPRINGS 9 MI.
MN
7,.1
133 MILSI
GN
I 1'23'
25 MILS
l71M GRID AND 1987 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
1000
1
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(ELIZABETI
5;
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0
1000
2000
1000
3000
4000
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0 KILI
0
CONTOUR IN
NATIONAL GEODETIC
THIS MAP COMPLIES WITH NATI
FOR SALE BY U. S.
DENVER, COLORADO 80225
A FOLDER DESCRIBING TOPOGRAPHIC MAI

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