WQ0029056_Fast Track Permit and application_20070806

fAkR
OF W A 7 c Michael F.Easley,Governor
P
t' W` v William G.Ross Jr.,Secretary
V C North Carolina Department of Environment and Natural Resources
Coleen H.Sullins,Director
Division of Water Quality
August 6, 2007
Mr. Paul Fredette, PE, Public Utilities Director
City of Elizabeth City
306 E. Colonial Ave.
Elizabeth City, NC 27909
Subject: Permit No. WQ0029056 Modification
City of Elizabeth City
Mariners Landing Phase III
Wastewater Collection System Extension
Pasquotank County
Dear Mr. Fredette:
In accordance with your permit modification application received August 2, 2007, we are
forwarding herewith Permit No. WQ0029056, dated August 6, 2007, to the City of Elizabeth City for the
continued construction and operation of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, shall void Permit No. WQ0029056
dated July 13,2005,and shall be subject to the conditions and limitations as specified therein. This cover
letter shall be considered a part of this permit and is therefore incorporated therein by reference. This
modification includes the following:
• Addition of 7,978 linear feet of 8" gravity sewer.
• Addition of 1,498 linear feet of 10" gravity sewer.
• Addition of 3,800 linear feet of 10" force main.
• Upgrade of 70-gallon per minute pump station with duplex pumps, onsite audible and
visual high water alarms, and a portable generator receptacle with telemetry to a 289-
gallon per minute pump station with duplex pumps, on-site audible and visual high water
alarms, and a permanent generator with automatic transfer switch.
• Addition of 119,100 gallons per day of collected wastewater.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or
any individual system-wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the certification provided by a North
Carolina-licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as-constructed project meets the appropriate design criteria and rules. Failure to
comply may result in penalties in accordance with North Carolina General Statute §143-215.6A through
_One Washington Regional Office—Surface Water Protection Section Internet:www.ncwaterquality.org
NorthCaroliina 943 Washington Square Mall,Washington,NC 27889 An Equal Opportunity Action Employer
aturally Telephone [phone] Fax [phone] 50%recycled/10%post-consumer paper

§143-215.6C, construction of additional or replacement wastewater collection facilities, and/or referral
of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
to City of Elizabeth City for the continued construction and operation of approximately 13,069 linear
feet of 8-inch gravity sewer; 1,768 linear feet of 10-inch gravity sewer; a 289-gallon per minute pump
station with duplex pumps, on-site audible and visual high water alarms, and a permanent generator
with automatic transfer switch; as well as approximately 802 linear feet of 6-inch force main; and 3,800
linear feet of 10-inch force main to serve 251, 3.5 bedroom lots and 150, 3 bedroom lots as part of the
Mariners Landing Phase III project, and the discharge of 159,420 gallons per day of collected
wastewater into the City of Elizabeth City's existing sewerage system, pursuant to the application
received August 2, 2007, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be heated in the City of Elizabeth
City Wastewater Treatment Facility (NPDES Permit No. NC0025011) prior to being discharged into the
receiving stream.
A stormwater management plan shall be submitted to and approved by the Washington
Regional Office in accordance with 15A NCAC 2H .1000.
If any parts, requirements, or limitations contained in this permit are unacceptable,you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes,and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact J. Wayne Bryant at
[phone] or via E-mail at [e-mail].
incere ,
A4—
For Coleen .Sullins
cc: Pasquotank County Health Department
Washington Regional Office,Surface Water Protection Section (City of Elizabeth City Collection
System)
Mr. Sean C. Robey, P.E., Hyman & Robey, PC, PO Box 339, Camden, NC 27921
Water Quality Central Files
PERCS (formerly NDPU) Files

•
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials unless specifically mentioned
herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.
1

•
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted
facilities, the completed Engineering Certification form attached to this permit shall be submitted
with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through§143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state
and federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under the
Division's General Permit NCG010000, and any requirements pertaining to wetlands under 15A
NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Washington
Regional Office, telephone number 252-946-6481, as soon as possible, but in no case more than 24
hours or on the next working day, following the occurrence or first knowledge of the occurrence of
either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage,etc.;or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number (800) 858-0368 or (919) 733-3300. Voice mail
messages or faxed information shall not be considered as the initial verbal report. Persons reporting
any of the above occurrences shall file a spill report by completing and submitting Part I of Form
CS-SSO (or the most current Division approved form) within five days following first knowledge of the
occurrence. This report must outline the actions taken or proposed to be taken to ensure that the
problem does not recur. Part II of Form CS-SSO (or the most current Division approved form) can
also be completed to show that the SSO was beyond control.
2

12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case-by-case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
Permit issued this the Sixth Day of August,2007
NO TH CAR LINA ENVIRONMENTAL MANAGEMENT COMMISSION
For Coleen H.Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WO0029056 Modification
3

Permit No.WQ0029056 Modification
August 6,2007
ENGINEER'S CERTIFICATION
Complete and submit this form to the permit issuing office (address below) with the following:
• One copy of the project record drawings (plan/profile views and detail drawings of sewer lines) of
the wastewater collection system extension. Final record drawings should be clear on the plans.
Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if
portable generator(s) or storage greater than longest past three year outage reliability option
selected) for any pump stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary
form.permit modifications are required for any changes resulting in non-compliance with this permit,
reaulations or minimum desian criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification
and all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (0 periodically, ❑ weekly, full time) the construction of the
Mariners Landing Phase III, Pasquotank County project, consisting of approximately 13,069 linear feet of
8-inch gravity sewer; 1,768 linear feet of 10-inch gravity sewer; a 289-gallon per minute pump station
with duplex pumps, on-site audible and visual high water alarms, and a permanent generator with
automatic transfer switch}; as well as approximately 802 linear feet of 6-inch force main; and 3,800
linear feet of 10-inch force main for the Permittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal,signature,and date:
SEND THIS FORM& SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
NORTH CAROLINA DIVISION OF WATER QUALITY
WASHINGTON REGIONAL OFFICE-SURFACE WATER PROTECTION SECTION
ATTN: REGIONAL SUPERVISOR
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
The Permitiee is responsible for hacking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineers Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
4

FAT-TRACK APPLICATION for GR! ATY SEWERS,PUMP STATIONS,AND Ik .CE MAINS PAGE 1
�OF WAT�,4,Q State of North Carolina
Department of Environment and Natural Resources
cry Division of Water Quality
: _ACV C
I, � FAST-TRACK APPLICATION
I"�Y' SEWERS, PUMP STATIONS, AND FORCE MAINS
Tztvalr
""`} �'! (Pressure sewers systems arc not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item.,'Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
X❑ I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
• II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately-owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and'two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form I-IOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications— Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast-Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
r r• nn in., n._. n II I Inc

FAST-TRACK APPLICATION for GRAt . .PT SEWERS, PUMP STATIONS, AND _CE MAINS PAGE 2
❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
Ed X. Downstream Sewer &Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778 Cherokee, Clay, Graham, Haywood,
[phone] Henderson,Jackson, Macon, Madison,
[phone] Fax McDowell, Mitchell, Polk, Rutherford,
_ Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301 Hoke, Montgomery, Moore, Robeson,
[phone] Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue, Suite 301 Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115 Cleveland, Gaston, Iredell, Lincoln,
[phone] Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office 1628 Mail Service Center Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628 Granville, Halifax, Johnston, Lee, Nash,
[phone] Northampton, Orange, Person, Vance,
[phone] Fax Wake,Warren,Wilson
Washington Regional Office 943 Washington Square Mall Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889 Craven, Currituck, Dare, Gates, Greene,
[phone] Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell,Washington,Wayne
Wilmington Regional Office 127 Cardinal Drive Extension Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405 New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office 585 Waughtown Street Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107 Davidson, Davie, Forsyth, Guilford,
[phone] Rockingham, Randolph, Stokes, Surry,
[phone] Fax Watauga,Wilkes, Yadkin
For more information, visit our web site at:hftp://h2o.enr.slate.nc.us/peres/

FAST-TRACK APPLICATION for GRA . .I'Y SEWERS,PUMP STATIONS,AND hL. 2E MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DVVQ)WOO a 9os e"-MOai4��x?3t4"
9. Owner:
la. City of Elizabeth City
Full Legal Name(company, municipality, HOA, utility, etc.) w�
® 1b Paul Fredette, PE Public Utilities Director RE r;'9.17 ,D
Signing Official Name and Title(Please review 15A NCAC 2H .0206(b)for authorized signing officials!)
AUG 0 2 2007
lc. The legal entity who will own this system is:
Ti Individual ❑ Federal IN Municipality❑ State/County❑ Private Partnership ❑ Corporat!,pr� er(specifv):
O id. 306 E. Colonial Ave. 1e.Elizabeth Cit_yL' WARO
Mailing Address City
_: it North Carolina 1c 27909
Z State Zip Code
O 11, ( 252 ) 337-6864 1i [phone] 1j [e-mail]
I— —
Telephone Facsimile E-mail
U 2. Project(Facility) Information:
2a Mariners Landing Phase III 21i Pasquotank
Q. Brief Project Name(permit will refer to this name) County Where Project is Located
0.
< 3. Contact Person:
3a. Sean C. Robey, PE Designing Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application —�
3b. ( 252 ) 335-1888 [e-mail]
Phone Number E-mail
1. Project is ❑ New [ Modification(of an existing permit) If Modification, Permit No.: WQ 0029056
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
• phase,changing line size/length, etc.). Only include the modified information in this permit application -do not
duplicate project information in B(7)and B(10-11) that has already been included in the original permit.
2. Owner is [L Public(skip to Item B(3)) ❑ Private (go to Item 2(a))
2a, if private, applicant will be: 2b. If sold, facilities owned by a(must choose one)
❑ Retaining Ownership(i.e. store,church, single office, etc.)or ❑ Public Utility(Instruction III)
,z • ❑ Leasing units(lots, townhomes,etc.-skip to Item B(3)) ❑ Homeowner Assoc./Developer(Instruction IV)
0 ❑ Selling units(lots,townhomes, etc. - go to Item B(2b))
I 1 City of Elizabeth City
Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
.la. Rogerson Wasterwater Treatment Facilityib. NC 0025011
O Name of WWTF WWTF Permit No.
U- 5a. City of Eliz. Cif 8 ® Gravity 15c.
Z • Owner of Downstream Sewer ,Receiving Sower Size ❑ Force Main Permit Number of Downstream Sewer(if known)
f-- 6. The origin of this wastewater is(check all that apply):
® Residential Subdivision ❑ Car Wash
(k. ❑Apartments/Condominiums ❑ Institution 1 0 0% Domestic/Commercial
LN ❑ Mobile Home Park ❑ Hospital
Cl. ❑ School ❑ Church % Industrial
CO ❑ Restaurant ❑ Nursing Home
❑ Office ❑ Other(specify): % Other(specify):
.
7. Volume of wastewater to be allocated for this particular project: 1 19,,13010ms per day
*Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
Li Interceptor Line- Flow will be permitted in subseouent permits that connect to this line
F.)Flow has already been allocated in Permit No._ _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
I"1`A On n _ 9 /1A/nc

Rug 02 07. 05: 31p Eastern 252-334- 1G79 p . 2
.££-TRACK APPLICATION for (IRA, _.Y SEWERS, PUMP STATIONS, AND FO_ _L. MAINS PAGE 4
1 9. Provide the wastewater flow calculations used in detern---:;irn9 the pea-rutted flown accordance wan 15A.P.CAC 21-4,
.02191 for tem B r' cr the design lowFew for-ire or pump station s il. g i(zero flow r the space below. Values Ole: Ia-1
:hat In 15.A NCAC 2H.02'00)(? 21 must be supported wan aclua water orwaste-voter use data in accordance with lEA
;`iCAC 2H .0219(I;(2;.
155 lots @ 3.5 bedrooms= 542.5 bedrooms x 120 gpd = 65, 100 gpd
Future phase 150 lots @ 3 bedrooms = 450 bedrooms x 120 gpd = 54 , 000 i
Total allocation of 119 , 10C gpd
'0. S-mn,ary of Sewer Lines :a be Per:ailled (attach adiitionaai sheets if necessar;
Size linches) Length (feet) Gravity or Force Main
(use the pull down menu)
8" 7, 978 ' gravity
10" 3,800 ' force
10" 7 ,498 ' gravity
p
I Lu
� I
Z
t—
Z ENTER TOTAL LINE LENGTH IN MILES
O 2•al 7lilec
Surrmari nt Pump Stations to he Permitted (attach addiLsr.al sheets ::a necessa.
i O Location ID Power Reliability Option
(self chosen- as shown on .Design F'ow Operational Point 11-dual line beech 2-permanent generatorw!ATS: J-
Qplans for cross-reference) (f✓1GU) GPM rrJ TON portable generator .telemetry; q-wet well storage)
npump station 0 .04 289gpm@55TDH 2—perm ;enera_or wi ATS
0
U_
1_
12. Soes the sewer system comply ilh he Minimum Les do YE:eria r the Fast Track Perm lilac of Ru is Stations and For_el
Mains latest ve•_io the G a.ily Sewer Min rr_n- Cesig. Criteria iiatest version) and ;5 (CAC 214 .0200 as caplicatle?l
LU Yes LI FJo Fla. please reference the pertinent minimum design criteria or regulation and indicate why a
CL variance is requested. SUBMITiWO COPIES OF PLANS,SPECIPICATrONS OR CALCULATIONS
PERTINENT TO THE VARIANCE Y✓I'H YOUR APPLICATION
CO
•
13. Have the lollo!nng perm.tsic_ii Ic fa;bns Lee cubm lied ( r:.ppr;yell;
vvet:and;S:-earn Crossiros- Gone-al permit or 401 Certica:icn" J Yes t.1c rvi.•
Ser-••imertalicn arc Erosion Cortrrl Flan: Vies NC J IVrF.
Stonn•watcr? I . ''es ] :lu ❑ '. A
1' Does this rojec :evolve aerici ivies yr sipor ns? Check ir yes: ❑
These hes set be c,sid re 'eh al!orilv and thist deC l ace.ne,ery six rnotvirs
to Does this project nave Gravity sewer lines designed at•ninirrru u s s' yi
Ee aware 'tat It Dnrsion n of a e,:.I ala.!ed L•es reae than tr , a•:..••her S:Dr,e —en,-ye >:Lice L`: .>•eran'e sr0Lld de
Corrected G=r to sets r:ie rg!r.e IV al engmeea,p cer!ificuic=
1

r,.
FAST-TRACT{APPLICATION for GRA'( .Y SEWERS, PUMP STATIONS, AND FOE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
•
(FAST-TRACK SEWER SYSTEMS)"to collect and record the stream classification data below(attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office(see instructions for addresses) OR indicate the following:
U L{ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody;AND,
U ® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL. option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen-as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Pasquotank
U pump station River Pasquotank Pasquotank 30-3—( 7) Sc
•
CL
to
U
Submit the 8.5"x 11"COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
t, Paul Fredette , attest that this application for Mariners Landing Phase I I I
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Slat 3-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certificat' in al application sha e guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,000
as we as civi enalties up to ,000 per violation.
S' ni Official Signature ate
2. Professional Engineer's Certification:
Mariners Landing
I attest that this application for Pllase III has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
I-- best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
U 12, 1996, and the Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June
Lll. 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
F- package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.GA and 143-215.6t3, 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.
2a. Sean C. Robey, PE 00/
00
Professional Engineer Name eP)'`o�viii��
2b. Hyman & Robey, PC
Engineering Firm // '�
2c. P.O. Box 339 s AL
o ___
Mailing Address s•.
2d. Camden 2e. NC 21. 27921 ., s�9N CNR��'vA
City State Zip
2g. ( 252) 333..1330. -(?52) 118-5c5 • sewn.@hymanrobey.-com
Telephone Facsimile E-mail Seal,Signature&Date
1„1•A nn rn'1 1b_.. 9 n A In!

S:\Hyman & Robey'05\050591 - River Glen 2\dwg\050591-quad.dwg, 5/22/2007 9:12:12 AM, 1:800, SMM
n
ELIZABETH CITY, NORTH CAROLINA QUAD MAP DATED 1997
{
o®ems`
NI aft
aft
\A:G
HYMAN
ROBEY 1111
OLUTIONS FROM THE GROUND UP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
MARINER'S
LANDING
PH. III
Drawing #: 050591-quad
Drawn: CLE
Date: 03/22/07
Sheet #: 1/1
Scale: NTS
SHEET TITLE:
QUAD MAP
SHEET NUMBER:
1