WQ0036613_Application (FTSE)_20130607

OF \NArF,9 State of North Carolina
`0t PG Department of Environment and Natural Resources
7 2012 Division of Water Quality
o -~r FAST -TRACK APPLICATION
(FTA 12/07 very)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to he 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. Forms are available from the web site or by calling the Regional Office serving your county.-
htipYlh2o.enr. state.nc. uslperes/Collection % 20Systems/CollectionSystemApplications.html
A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain 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 that has already
been included in the original permit.
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 relRoad NO to Item B031.
Separate applications should be made for non-contiguous„sewer systems.
( B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
t'i ❑ C.
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(2)a of this application.
j D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted 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 home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
P�
❑ E. Downstream Sewer, WWTF Capacity and Flow TrackinglAcceptance — FORM FTSE 10/07 (Flow
TrackinglAcceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station an route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit Issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10107.
F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
H Environmental Assessments 4 If this project Is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot 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.
I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
2rli. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, 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.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 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, Cherokee,
Swannanoa, North Carolina 28778 Clay, Graham, Haywood, Henderson, Jackson,
[phone] Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office 225 Green Street Suite 714 Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094 Montgomery, Moore, Robeson, Richmond,
[phone] Sampson, Scotland
[phone] Fax
Mooresville Regional Office 610 E. Center Avenue Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115 Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone] Stanly, Union
[phone] Fax
Raleigh Regional Office
Washington Regional Office
Wilmington Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax _
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office 585 Waughtown Street Alamance, Allegheny, Ashe, Caswell. Davidson,
Winston-Salem, North Carolina 27107 Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone] Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
h(O.Ilh2o. enr.sta te.nc.us/peres/Collecdon%20Systems/CollectionSystemsHome.htm!
or contact the Regional Office serving your county.
F'TA 12/07

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
g&nerlPermittee:
Full Legal Name (company, municipality, HOA, utility, etc.)
((tto bbeicomipleted by WrQ) I'(/ aV O�r/ FJ / 3
1b. Jay Meyers, P.E_,_ Public Utlities Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officialsl)
1 c. The legal entity who will own this system is:
❑ Individual 0 Federal 0 Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1d. 401 Old Honeycutt Road le. F ua-Varine
Mailing Address City
If, NC
State
1g.
1 h. [phone] _ Ill. [phone] A.
Telephone Facsimile
2. Protect (FactiltvI Information:
2a. Hwv 42 Pumo Station No. 3 Improvements 2b.
Brief Project Name (permit will refer to this name)
3. Contact Person:
Zip Code
E-mail
r—
County Where Project is Located
- a
3a. Michael C. Wicker, P.E.. Withers & Ravenel, Inc.
Name and Affiliation'olSomeone Who Can Answer Questions About this Application
3b. f9l9 469- 40 `" ` _3c. mwickerwithersravenel.com
Phone umber E-mail
1. Proje is'❑ Ne Modificatlon (of an existing permit) If Modification, Permit No.: W00017887 I
2. Owne wig Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a)) ^
2b. If sold, facilities owned by a (must c s gM)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction 0)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Harnett Count
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. North Harnett Wastewater Treatment Facility 4b. NCO021636
Name of WWTF WWTF Permit No,
5a. Fuquay-Varina I❑ Gravity 5c, Unknown _
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ AparimentslCondominlums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify)
100 % Domestic/Commercial
0 °% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
0 °% Other (specify): NIA
7. Volume of wastewater to be allocated or permitted for this particular project: 2 gallons per day
`Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
® Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
F FA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 foi
the value in Item 13(7) AND/OR the design flow for line or pump station sizing it a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Retrofit existing 100 gpm PS to 200 gpm by replacing underground can centrifugal pumps with above suction lift pumps.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) New Gravity or Additional
Force Mein
p 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
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Pump Station Location ID
Design Flow
(MGD)
�. 0.115
Hwy 42 Puma Station
Operational Point
GPM @TDH 1
200 gpm @ 82'
No. 1 (self chosen - as shown on planslmap for reference)
Power Reliability Option
- Permanent generator w1ATS; Force Main Size Force Main Length
2 - portable generator w1MTS
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QPump
Station Location ID
(self chosen -as shown on plansimap for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH 1
Power Reliability Option
-permanent generator w1ATS; Force Main Size
Force Main Length
Q
2 - portable generator w/MTS
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gpm 0
it
Fi
i i nip ,rrr
Pump Station Location ID
(sell chosen - as shown on planslmap for reference)
dDesign
m
Flow
(MGD)
OPera
M @T Point 1
GPM (gZDH
Power Reliability Option
- permanent generator w1ATS; Force Main Size
Force Main Length
2 - portable generator w1MTS
gpm Co3 '
ft.
112. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
'❑ Yes ® No If Yes, permit number of 2" d treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS knit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and Indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

14 Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes []No ® N1A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwaterl ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high orlorilyand must be chocked once every six maw
Check if Yes: ❑ and provide details
1 Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Jay Movers- P.E attest that this application for Hwy 42 Pumn Station No. 1 improvements has been reviewed by me
and is accurate and complete to the best of my knowledge, t understand that if all required pants 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 Statutes 143-
215.6A and 143-215.68, 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
Pena ' s 0 olation.
la. .3 rim �3
SigninvotficialpignatunS Date
ENGINEERINGIDESiGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMIT1
N TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
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Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
t.i 1, Michael C. Wicker. P. E., attest that this application for Nwy42 Pump Station No. 2, iMprovements has been reviewed by
LL me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
P supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
IX design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
W Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
() Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
V Although other professionals may have developed certain portions of this submittal package, 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.
2a. Michael C. Wicker, P.E.rrr►�p�
Professional Engineer Name ++•+ -[�1 pR o
2b. Withers & Ravenel, Inc.
Engineering Firm
2c. 111 MacKenan Drive
Mailing Address j
2d. Cary 2e. NC 2f. 27511
City state zip
2g. [phone] 2h. [phone] 21. mwicker[Qiwithersravenel.com a r
Telephone Facsimile E-mail NC PE S al. ftnat re & Date
PTA 12/01

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Town of Fuquay-Varina
David A. McClure, P.E.
Eastern Regional Pump Station Redirect
Engineering Firm Name
Withers & Ravenel, Inc.
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
C
UT to Kenneth Creek
Wake
Cape Fear
18-16-1-(1)
i
I
' If unnamed, indicate "unnamed tributary to X where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Divisions instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

OF WArF9 - State of North Carolina
`O� PG Department of Environment and Natural Resources
a� Division of Water Quality
� y
O Y Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: HWY 42 Pump Station #3 Improvements
More than one F7SE-10/07 may be required for a single project rf the owner of the WWTP is not responsiblefor all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow (F-V's allocated capacity)
2.600
d. Estimated obligated flow not yet tributary to the WWTP
0.584
e. WWTP facility's actual avg. flow
0.834
f. Total flow for this specific request
0.000
g. Total actual and obligated flows to the facility
1.418
h. Percent of permitted flow used
54.5%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
f
7�1 i 5 ff1 eG+ ; s the
-nvrn A s+a4,;9et and( wb� 1er +his nro e-c- "
Ut1'1 tYl aGit� i?0
Prot &AI/ vbre
III. Certification
Approx. Current Avg.
Daily Flow, MGD
OF Q O exi'sfl ?LO�-
W I
r`n CrectS2 i F-S
n&-w
A 0 W �'s
been
Gludeot� iv•`�i
�)vw
will- be-
perm
e a.ze4ra4e`y.
1, Jay T. Meyers, P.E., Public Utilities Director, certify that, to the best of my knowledge, the
addition of the volume of wastewater to be permitted in this project has been evaluated along the route to
the receiving wastewater treatment facility and that the flow from this project is not anticipated to cause
any capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 1I for which I am the responsible party. Signature of this form
indicatmacceptancv of this wastewater flow.
Signature Date

f
OF W A TF rl State of North Carolina
pG /4�ment of Environment and Natural Resources
7 Division of Water Quality
oaa,c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: HWY 42 Pump Station #3 Improvements
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NCO021636
All flows are in MGD
c. WWTP facility's permitted flow
5.6 MGD
Fuquay Varina Allocated Flow
2.60 MOD
Lillington Allocated Flow
1.20 MOD
Harnett County
1.80 MOD
Angier Allocated Flow
1.008 MOD
d. Estimated obligated flow not yet tributary to the WWTP 1.093 MGD
FV Obligated Flow NYT
0.584207 MGD
Lillington Obligated Flow NYT
0. 163 800 MGD
HC Obligated Flow NYT
0.20551 MOD
Angier Obligated Flow NYT
0.050950 MGD
Erwin Obligated Flow NYT
0.092900 MGD
e. WWTP facility's actual avg. flow
3.369 MGD
FV Actual Flow
0.944 MOD
Lillington Actual Flow
0.609 MOD
HC Actual Flow
0.802 MGD
Angier Actual Flow
0.444 MOD
Erwin Actual Flow
0.570 MOD
f. Total flow for this specific request
0.000 MGD
g. Total actual and obligated flows to the facility
4.466 MGD
FV Actual Avg. + Obligated Flow
1.528207 MGD
Lillington Actual Avg. + Obligated Flow
0.772800 MOD
HC Actual Avg. + Obligated Flow + Request
1.007510 MGD
Angier Actual + Obligated Flow
0.494950 MOD
Erwin Actual Avg. + Obligated NYT
0.662880 MOD
h. Percent of permitted flow used
79.76% (Overall)
Fuquay Varina - (1.528207 MOD / 2.6 MOD)
58.78%
Lillington — (0.772800 MGD / 1.2 MOD)
64.40%
HCDPU - (1.007510 MOD / 1.8 MGD)
55.97%
Angier — (0.494950 MGD/ 1.008 MGD)
49.10%
Erwin — (0.662880 MGD/ 1.2 MGD)
55.24%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 6
FTSE 06-13

List pump stations located between the project connection point and the WWTP:
(A)
Design
Average Daily
Firm
Flow**
Pump Station (Name
Capacity,*
(Firm / po,
or Number)
MGD
MGD
HCDPU Reeional
SLS # 120
13.0
5.2
(B)
(C)
(D)=( +Q
(E)=(A-ID)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
2.308
1.000
3.308
1.892
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Certification Statement:
I Steve Ward -- Director of Public Utilities certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 06-13

B&M.rd�.,' -d i

Srnith, Danny
From:
Jay Meyers [e-mail]]
Sent:
Wednesday, June 26, 2013 11:46 AM
To:
Herzberg, Barry
Cc:
Smith, Danny
Subject:
RE: Hwy 42 Pump Station 3 Improvements
Attachments:
Hwy 42 PS 3 Improvements FTSE (signed).pdf
Attached is the USE form from Harnett County for the above referenced project.
Jay T. Meyers, P.E.
Public Utilities Director
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, NC 27526
919-567-3911 (office)
919-552-7481 (fax)
-----Original Message -----
From: Herzberg, Barry[mailto:[e-mail])
Sent: Wednesday, June 19, 2013 9:12 PM
To: Jay Meyers
Cc: Smith, Danny
Subject: RE: Hwy 42 Pump Station 3 Improvements
Jay, I think we'll need to issue a new permit. I searched all permits ever issued to F-V,
and there's no such animal as Hwy 42 pump station. Can you give us an FTSE for the
downstream segments, simply because we have no record of the station to begin with. This is
a good time for you to try the new FTSE form on for size - - check the PERCS web site.
Barry
Barry Herzberg
Environmental Engineer
NCDENR - DWQ
Raleigh Regional Office
Voice 919-791-4249
Fax [phone]
[e-mail]
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Jay Meyers [[e-mail]]
Sent: Saturday, June 15, 2013 6:30 AM
To: Herzberg, Barry
Cc: Smith, Danny
Subject: Re: Hwy 42 Pump Station 3 Improvements
Hmmmm- methinks a consultant used a previous application and didn't change a permit
number.the 1260 gpm sounds like the Eastern Regional pump station which we got a permit
earlier this year for modification. The hwy 42 pump station was installed in mid-1980's. and
i doubt we even have the original permit number. Much to my chagrin i signed permit
application without noticing that.
1

You are going to be missed Barry!!
On Jun 15, 2013, at 5:42 AM, "Herzberg, Barry" <barrv.herzberncdenC.aov> wrote:
> Jay,
> One of my last official acts as a DWQ employee is to draft this permit for Danny. So as I
sit here early Saturday AM checking the application, it appears we have a major goof
somewhere. The ap says you want to upgrade the WQ0017887 pump station from 100 to 200 GPM.
The problem is that the original permit WQ0017887, dated March 22, 2000, was issued for a
1,260 GPM station. Please advise. Thanks.
> Barry
> PS - - Be sure to copy Danny, and note that any email sent to me will generate an auto
response that I've retired. You can still get me through my email until July 1 when DENR
pulls the plug on my mail.
> Barry Herzberg
> Environmental Engineer
> NCDENR - DWQ
> Raleigh Regional Office
> Voice 919-791-4249
> Fax [phone]
> barry.herzbergOncdenr.eov
> E-mail correspondence to and from this address may be subject to the
> North Carolina Public Records Law and may be disclosed to third
> parties.
2

a Central Files: APS SWP
06/28/13
Permit Number W00036613 Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
danny.smith
Coastal SW Rule
Permitted Flow
0
Facili
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name MajorlMinor Region
Hwy 42 Pump Station No.3 Improvements Minor Central
Location Address ounty
Facility C ct Affiliation
Owner Name
Town of Fuquay-Varina
Owner Type
Government - Municipal
Owner Affiliation
Jon Barlow
Manager Town
401 Old Honeycutt Rd
Dates/Events Fuquay Varina NC 27526
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice loam Effective Expiration
06/28/13 06/07/13 06/28/13 06/28/13
Regulated Activities Requested/Received Events
Wastewater collection Additional information requested 06/19/13
Additional information received 06/26/13
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin