WQ0018204_Application (FTSE)_20000328

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
P.!4 3 0 ?GOO
REG O�1LLE
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March 28, 2000
KENNETH KORNEGAY, MAYOR
TOWN OF ELIZABETHTOWN
POST OFFICE BOX 716
ELIZABETHTOWN, NORTH CAROLINA 28337-0716
Dear Mr. Kornegay:
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Applications No. WQ0018204
Blueberry Hill & Peanut Road
Sewer -Public
Bladen County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 24, 2000. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mike Mortensen for a detailed engineering review. Should there
be any questions concerning your project, the review 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 Mr. Mike Mortensen at 919/733-5083 ext. 370. 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 INQUIRES ON
THIS PROJECT.
Sincerely,
Mr. Kim H. Colson,
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
The Wooten Company
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

•
State of North Carolina n'Q,7L
Department of Environment and Natural Resougges 49c, -o
Division of Water Quality os u -
PUMP STATIONS, FORCE MAINS, AND GRAVITY SEW* S
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(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) �/41.
Application Number: W[�� COS a OI (to be completed by DWQ)
GENERAL INFORMATION:
I . Applicant's name (name of the municipality, corporation, individual, etc.):
Town of Elizabethtown, North Carolina
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
Kenneth R. Kornegay, Mayor
3. Name and complete address of applicant: Town of Elizabethtown
PO Box 716 805 West Broad Street
City: Elizabethtown
State:
NC Zip: 28337-0716
Telephone number: ( 910 ) 862-2066 Facsimile number: ( 910 ) 862-7117
4. Project name (name of the subdivision, facility or establishment, etc.):
FY '99 Community Development Project - Blueberry Hill and Peanut Road Areas
5. County where project is located: Bladen
6. Fee submitted: $ 400 (See Instruction C.)
7. Name and complete address of engineering firm:
120 North Boylan Avenue
City: Raleigh
Telephone number: ( 919 ) 828-0531
State:
The Wooten Compnay
NC Zip: 27603
Facsimile number: ( 919 ) 834-3589
8. Name and affiliation of contact person who can answer questions about application:
Luke T-L Kwong P.E., P.L.S. Project Engineer - The Wooten Company
II. PERMIT INFORMATION:
1. Project is: X new;
modification
If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number N/A and the issuance date N/A
3. Applicant is: X public (See Instruction G; skip to item I1.4.); private
If private, units (lots, townhomes, etc.) are: leased (Skip to item II.4.); sold
If sold, facilities owned by a: public utility (See Instruction H.);
homeowners' association/developer (See Instruction I.)
4. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources for approval: March 15, 2000
5. If project includes any stream or wetland crossings, provide date when Nationwide 12 or 404 permit was
submitted for approval: N/A
6. Provide buffers used to maintain compliance with any applicable river basin rules in 15A NCAC 2B .0200
(e.g., Neuse River basin buffer rules): N/A
FORM: PSFMGSA 10/99 Page 3 of 6

III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etc.):
residential
2. Volume of wastewater generated by this project:
16,200 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
(18 dwelling units)(120gallons/day/person)(3.0 persons per dwelling unit)(2.5 peak factor)
4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste - specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Moultrie Lane: 100 GPM submersible pump station. 1.623 LF of 8" gravity
sewer and 1,665 LF of 4" force main. Blueberry Hill: 30 GPM submersible grinder pump station, 393 LF
of 2" force main. 3.660 LF of 8" gravity sewer and 816 LF of 18" gravity sewer outfall.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction J.):
Elizabethtown Wastewater Treatment Facility
3. WWTF permit number: NC 0026671
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction J.): N/A
5. Permit number(s) for sewers immediately downstream: Unknown
6. Pipe diameter of sewers immediately downstream: 18"
7. Engineering evaluation of downstream sewers' ability to accept the wastewater from this project (See
Instruction K.) is provided on page 7 of the calculations.
8. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
18
816
8
5,283
1. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria
and 15A NCAC 2H .0200? X Yes; No. If no, please identify criteria and explain:
FORM: PSFMGSA 10/99 Page 4 of 6

V . PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this
project.)
1. Pump station number or name: Moultrie Lane Pump Station
2. In accordance with 15A NCAC 2H .0219(h)(3), describe the measures that are being implemented to prevent
impacts on downslope surface waters should a power failure occur at this pump station (See Instruction
L.):
See page 9 of the pump calculations
3. Design flow of the pump station: .0126
million gallons per day
4. Operational point(s) of the pump(s): 100 gallons per minute at 45 feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2H .0219(h)(2)): 2
6. Number of pumping cycles at average daily flow (15A NCAC 2H .0219(h)(2)): 2 cycles per hour
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken: N/A
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number of
the Plans
Page Number in
the Specifications
Alternate Power Source:
Portable Generator (telemetry and receptacle required)
On -Site Generator (automatic transfer switch required)
5
16620
Wet Well Vented with Screen
4
11307
Fillets in Wet Well
4
11307
Check Valves and Gate Valves
4
02082
Security Fencing
4
02820
Lockable Wet Well Cover and Dead Front Control Panel
4
11307
Area Light
5
16001
110-Volt Electrical Convenience Outlet
5
16001
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
5
11307
Non -Corrosive Guide Rails/Lift Chains
4
11307
All -Weather Access Road
4
02100
1. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.): Portable Hoist - Section 11307
2. a. 100-year flood elevation: N/A feet mean sea level
b. Finish grade elevation of the pump station: 111.0 feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0219(h)(6)):
Site grading provides for drainage away from pump station
FORM: PSFMGSA 10/99 Page 5 of 6

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3. Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge
Elevation
(feet)
Pump -Off
Elevation
(feet)
4
1,665
123.43
123.43
•
99.22
1. Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)): N/A
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, 174a... 2. 4-1, 9,.
, attest that this application for %Cc
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation 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 and Gravity Sewer Minimum Design
Criteria for Gravity Sewers 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. Note: In accordance with
NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
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Applicant's Certification:
I, , attest that this application for
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. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
Signature: Date:
FORM: PSFMGSA 10/99 Page 6 of 6

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V . PUMP STATION INFORMATION (Complete Page 5 of 6 for each pump station included in this
project.)
1. Pump station number or name: Blueberry Hill Pump Station
2. In accordance with 15A NCAC 2H .0219(h)(3), describe the measures that are being implemented`to prevent
impacts on downslope surface waters should a power failure occur at this pump station (See Instruction
L.):
See Page 9 of the pump station calculations
3. Design flow of the pump station:
.0036 million gallons per day
4. Operational point(s) of the pump(s): 30 gallons per minute at 28 feet total dynamic head (TDH)
5. Number of pumps provided (15A NCAC 2H .0219(h)(2)): 2
6. Number of pumping cycles at average daily flow (15A NCAC 2H .0219(h)(2)): 2 cycles per hour
7. For extended travel times (greater than 24 hours) or if appropriate pumping cycles are not met, describe odor
and corrosion control measures taken: N/A
8. Provide the location of each design element in the specifications and/or engineering plans:
Design Element
Sheet Number of
the Plans
Page Number in
the Specifications
Alternate Power Source:
Portable Generator (telemetry and receptacle required)
On -Site Generator (automatic transfer switch required)
12
16620
Wet Well Vented with Screen
11
11060
Fillets in Wet Well
11
11060
Check Valves and Gate Valves
11
02082
Security Fencing
11
02820
Lockable Wet Well Cover and Dead Front Control Panel
11
11060
Area Light
11
16001
110-Volt Electrical Convenience Outlet
12
16001
High Water Alarms:
Audible Alarm
Visual Alarm
Auto-Dialer/Telemetry
12
11060
Non -Corrosive Guide Rails/Lift Chains
11
11060
All -Weather Access Road
11
02100
1. List any equipment (note sheet number of the plans or page number in the specifications) not specifically
mentioned above (hoist, odor control equipment, etc.): Portable Hoist - Section 11060
2. a. 100-year flood elevation: N/A feet mean sea level
b. Finish grade elevation of the pump station: 109.43 feet
c. Measures taken to protect the pump station against flooding (15A NCAC 2H .0219(h)(6)):
Site grading provides for drainage away from pump station
FORM: PSFMGSA 10/99 Page 5 of 6

3. Summary of FORCE MAIN to be permitted, by diameter and length:
Diameter
(inches)
Length
(linear feet)
High Elevation
(feet)
Discharge
Elevation
(feet)
Pump -Off
Elevation
(feet)
2
393
114.00
114.00
102.71
1. Station location of air -release valves (15A NCAC 2H .0219(i)(2)(L)): N/A
Note: Air -release valves must be provided at all high points along the force main where the elevation
difference exceeds 10 feet.
Professional Engineer's Certification:
I, /%ICI ,4 D'' Ei attest that this application for
xi 6 a kJ
SEW ice— fo- ,p&.'t t,, has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation 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 and Gravity Sewer Minimum Design
Criteria for Gravity Sewers 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. Note: In accordance with
NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
attest that this application for
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. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
Signature: Date:
FORM: PSFMGSA 10/99 Page 6 of 6