WQ0032862_Application_20080325

/ USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
1. Owner/Permittee:
la. City of Clinton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. John Connet, City Manager
0 Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
H
Q 1 c. The legal entity who will own this system is:
Z❑
Individual [IFederal ® Municipality ElState/County [IPrivate Partnership ElCorporation [IOther (specify):
0
1 d.
221 Lisbon Street
1 e. Clinton
LL
Mailing Address
City
?
1f.
North Carolina
1g. 28329
Z
State
Zip Code
0
1h. [phone] li. [phone]
1j. [e-mail]
F"
Telephone Facsimile
E-mail
V2.
Proiect (Facility) Infonnation:
J
2a.
Clinton — Old Raleigh Road Sanitary Sewer Improvements
2b. Sampson
aBrief
Project Name (permit will refer to this name)
County Where Project is Located
Q
3.
Contact Person:
Q
3a.
Chris Doherty, Public Works Director
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone]
3c. [e-mail]
Phone Number
E-mail
1.
Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.:
2. Owner is ® 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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
RA FAST -TRACK APPLICATION
L55
EFTA 12i07 )
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are 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. Forms are available from the web site or by calling the Regional Office serving your county.,
http://h2o. enr state. nc. us/peres/Collection % 20SystemsICollectionSystemApplications. 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 respond NO to Item 13(13).
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.
❑ 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.
❑ 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.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance 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 en 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 10/07.
® 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.

® G. , Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
must be completed.
❑ H Environmental Assessments — 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.
® J. 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 12107 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, Hamett, 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
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, 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: http://h2o. enr state.nc. us/yeres/
or contact the Regional Office serving your county.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Number: IA/�oo�
(to be completed by DWQ) rr
1.
Owner/Permittee:
la.
City of Clinton
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1 b.
John Connet, City Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
1d.
221 Lisbon Street le. Clinton
ZMailing
Address City
—
1f.
North Carolina 1g. 28329
Z
State Zip Code
0
1 h. [phone] 1 i. [phone] 1 i. [e-mail]
QTelephone
Facsimile E-mail
V
2.
Project (Facility) Information:
J
2a.
Clinton — Old Raleigh Road Sanitary Sewer Improvements 2b. Sampson
aBrief
Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Q
3a.
Chris Doherty, Public Works Director
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone] 3c. [e-mail]
Phone Number E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ® 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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
City of Clinton
ZZ
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
—
~
4a.
Larkins Water Pollution Control Facili 4b. NCO020117
Name of WWTF WWTF Permit No.
r
5a.
_City of Clinton b. 10" ® Gravity 5c.
OOwner
of Downstream Sewer Receiving Sewer Size ❑ Force Main permit # of Downstream Sewer (Instruction E)
0
6.
The origin of this wastewater is (check all that apply):
Z
),.
® Residential Subdivision ( El Retail (Stores, shopping centers) % Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital
�
❑School El Church description.)
a
❑ Restaurant ❑ Nursing Home O: contact r Regional Office
PRetreatment staff)
❑ Office ❑ Other (specify): �
m
% Other (specify):
i. volume of wastewater to be allocated or permitted for this particular project: 11,520 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)

! 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(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).
Additional sewer services due to sewer extension = 32 connections (single-family homes)
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* Volume of wastewater to be permitted = 32 connections * 360 gallons per day / connection = 11,520 gpd
* See Project Narrative for detailed flow calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
10" DIP
8" DIP
Length (feet) New Gravity or Additional
Force Main
421 Gravity
734 Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
Pump Station Location ID,
(self chosen - as shown on plans/map for reference)
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
12. 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 2nd treatment facility
(RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
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

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 ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
❑ 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 Priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature: of Signing Official and Project Name)
la.
1, John Connet attest that this application for Clinton — Old Raleigh Road Sanitary Sewer Improvements 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 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 143-215.6B, 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.
Signing
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Z TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
O
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V �
1, Michael Wicker attest that this application for Clinton — Old Raleigh Road Sanitary Sewer Improvements has been
LL reviewed by me and is accurate, complete and consistent with the information 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, Gravity Sewer Minimum Design Criteria
LlJ i
W for 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 Wicker, P.E.
Professional Engineer Name
2b. Withers & Ravenel
Engineering Firm
2c. 111 MacKenan Drive
Mailing Address
2d. Cary 2e. NC
City State
2f. 27511
Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seal, Signature & Date

WITHERS Ck R"ENEL
ENGINEERS I PLANNERS I SURVEYORS
Project Narrative
Old Raleigh Road Sewer System Extension Summary
The City of Clinton has an existing 10—inch gravity sewer which runs along the south side of
Beaverdam Branch. This project proposes an extension of sewer line north along Old Raleigh Road.
The sewer shed area that can reasonably be served by gravity and flow into a sewer line extending
along Old Raleigh Road is presented in Table 1. The sewer shed area evaluated encompasses the area
bounded on the south by Pine View Road, extends north to the intersection of HB Lewis Road and Old
Raleigh Road, extends east to approximately 2,000 feet east of HB Lewis Road and extends west to
approximately 1,200 feet west of Old Raleigh Road. This project will eventually serve the planned
Northgate Subdivision, the planned Riddle property subdivision, existing residences located along Old
Raleigh Road, and future residences and businesses that could be located on Old Raleigh Road. Flow
for only the planned Northgate Subdivision, the planned Riddle property subdivision, and existing
residences located along Old Raleigh Road is being requested now.
Northgate Subdivision and Existing Residences — Flow Calculations
The proposed Northgate Subdivision consists of 17 lots on 10.03 acres located on the west side of Old
Raleigh Road approximately %4 -mile north of Pine View Road. Projected flow from the development
has been estimated based on 360 gallons per day (gpd) per unit average daily flow resulting in 6,120
gpd, with a peak flow of 15,300 gpd of approximately 11 gallons per minute (gpm) based on a 2.5
peaking factor. There are 3 existing residences located along Old Raleigh Road south of the Northgate
Subdivision that could readily connect into the sewer as it extends south from the Northgate
Subdivision to the connection point at Pine View Road. The City property records show the owners of
these three properties as Gay Cashwell, Roy Thornton, and Ralph Williamson. The projected average
daily flow from these 3 residencies would be 1,080 gpd using the 360 gpd per unit and 2,700 gpd as a
peak flow using the 2.5 peaking factor. The combined average daily flow of 7,200 gpd would easily be
accommodated by the minimum required 8-inch sewer at minimum slope which has an average daily
flow capacity of approximately 250,000 gpd.
Riddle Property Subdivision and Existing Residences — Flow Calculations
Less then �/4-mile north of the proposed Northgate Subdivision is a second, small 5 lot subdivision that
has been preliminary platted for the Riddle property. The projected average daily flow from these 5 lots
is 1,800 gpd gpd using the 360 gpd per unit and the peak flow would be 4,500 gpd using the 2.5
peaking factor. As with the Northgate Subdivision, extending the sewer north to serve the Riddle
property would allow 7 additional existing residences to readily connect into the sewer. The City
property records show the owners of these seven properties as Annie Norris (2 properties), George
Thornton, Frankie King, James Williams, Howard Hobbs and Harold Riddle. The projected average
daily flow from these 7 residencies would be 2,520 gpd and 6,300 gpd as a peak flow. The total flow
that would be added to the sewer by extending it north to the Riddle property is 4,320 gpd for the
average daily flow and 10,800 gpd for the peak flow. Adding these flows to the combined Northgate
Subdivision flows, the average daily flow total is 11,520 gpd which is still easily accommodated by the
minimum required 8-inch sewer at minimum slope which has an average daily flow capacity of
approximately 250,000 gpd.
iii MacKenan Drive I Cary, North Carolina 27511 1 tel:[phone] I fax:[phone] I www.withersravenel.com
7040 Wrightsville Ave I Suite ioi Wilmington, North Carolina 28403 1 tel: [phone] fax: [phone]
1027 Sabbath Home Rd., SW I Supply, NC 28462 1 tel: 9io.842.9392 I fax: [phone]oi9

Page 2 of 3
Old Raleigh Road Sewer Shed Evaluation and Future Development — Flow Calculations
Using a maximum pipe depth of 12 feet, a minimum pipe depth of 3 feet and minimum slope, the
sewer shed area depicted on Table 1 was conceptualized fora sewer line extending along Old Raleigh
Road from Pine View Road to HB Lewis Road - approximately 5,780 feet of pipe. The sewer shed area
depicted is approximately 540 acres.
Based on the Sampson County GIS, the entire sewer shed area is zoned R20 Residential -Agricultural.
As a buildout condition for projecting future flow from this area the City desired a 65% residential and
35% business/commercial mixture. For purposes of the study the 65% residential area was assumed to
be R-4 zoning with an equivalent 8 persons per acre and an average daily flow of 800 gpd per acre and
peak flow of 2,000 gpd per acre. Forthe 35% Business/Commercial zoning portion, was assumed to be
an equivalent of 25 persons per acre with an average daily flow of 2,500 gpd per acre and peak flow of
6,250 gpd per acre.
Table 1: Wastewater Projections for Entire Sewer Shed at Build -out
Source
Qty
Units
Flow/Unit
(gpd)
ADF (gpd)
Peak (gpd)
Existing and Planned (1)
32
Each
360
11,520
28,800
Residential R4
342
Acres
800
273,600
684,400
Business/commercial
175
Acres
2,500
437,500
1,093,75050
Total
7221,620
1,806,550
(1) Includes the Northgate and Riddle Property subdivisions plus existing dwellings along Old Raleigh Road.
Utilizing the existing Sampson County growth rate of 1.1 % per year, we evaluated the basin based on
10-year and 20-year planning periods. The following two tables summarize the wastewater flows
projected from the entire sewer shed.
Table 2: Wastewater Projections for Entire Sewer Shed, 10-year Planning Period
Source
Qty
Units
Flow/Unit
(gpd)
ADF (gpd)
Peak (gpd)
Existing and Planned (1)
32
Each
360
11,520
28,800
Residential R4
37
Acres
800
29,600
74,000
Business/commercial
20
Acres
2,500
50,000
125,000
Total
91,679
227,800
(1) Includes the Northgate and Riddle Property subdivisions plus existing dwellings along Old Raleigh Road.
ill MacKenan Drive Cary, North Carolina 27511 tel:[phone] fax:[phone] www.withersravenel.com

Page 3 of 3
Table 3: Wastewater Projections for Entire Sewer Shed, 20-year Planning Period
Source
Qty
Units
Flow/Unit
(gpd)
ADF (gpd)
Peak (gpd)
Existing and Planned (1)
32
Each
360
11,520
28,800
Residential R4
97
Acres
800
77,600
194,000
Business/commercial
52
Acres
2,500
130,000
325,000
Total
219,120
547,800
(1) Includes the Northgate and Riddle Property subdivisions plus existing dwellings along Old Raleigh Road.
Conclusions and Current Requested Flow
The City of Clinton — Old Raleigh Road Sanitary Sewer Extension project will eventually serve the
planned Northgate Subdivision, the planned Riddle property subdivision, existing residences located
along Old Raleigh Road, and future residences and businesses that could be located on Old Raleigh
Road. A 10 - inch diameter, 386 linear feet segment of DIP is proposed at the tie-in to the City's
existing sewer main. This 10-inch segment of sanitary sewer line will accommodate for the future flow
due to development along Old Raleigh Road. Flow for only the planned Northgate Subdivision, the
planned Riddle property subdivision, and existing residences located along Old Raleigh Road is being
requested now. Combining these sources, current requested flow will be for 32 single-family,
residential units. Thus, using 360 gallons per day (gpd) per unit, an average daily flow of 11,520 gpd,
with a peak flow of 28,800 gpd based on a 2.5 peaking factor will be requested for this project.
ill MacKenan Drive Cary, North Carolina 27511 tel:[phone] fax:[phone] www.withersravene[.com

0 u s,ta ,g Flow Traclti /Accep ance for Sewer Extension Permit Applications
Project Applicant Name: _ City of linton
eject Nam for which flow is being requested;UMM—LDLdgWel'gh Road
Akre dwn one F"TST, 7 my be requiredfor a single pr'aj yAe owner oft wWrp is nai rajvMibkfOr all
PUMP VOkm dong tic mate ofdw pvposedwastewaterflow
1. Complete this secti<m only if you are the owner of the wastewater treatment plate.
a. WWTP Facility Name: — IA&ins Water Pollution Control Fac'lit
b. WWTP Facility Permit , NCO020117
C. WW*FP facility's permitted flow
d. Fstimatcd obligated flaw not yet tributary to the
C. WVrP facility's actual avg. now
Total flow for this specific request
g. Total actual and Obligated flows to the facility
la. Pent of permitted flow used
All flows are+ in MOD
5-MM
WW°l P 0.1030
2.0320
0.0144
2.4374
48.` 4 %
ll. Complete' this sectiOn for each pump station you are responsible for along the route of this
proposed wastewater Howe,
List pump stations located between the project connection paint and the WWI P
Pump Station Name
Approx. Capacity. MGD Approx. Current Avg.
�irr r daily Flow, MGD
Ill. Certification Statement:
1, o lC VA • c& MLIliti certify that, to the best of my know!
the addition off volume of waste;�wata to be permitted in this project lay le" evaluated along the tome
to the receiving wastewater treatment facility and that the flow from this project is not anticipated to
use any capacity related sanitary sewer overflows or overburden any downstream pump station on roue
to the receiving tresomt plant undcr normal circa cos. 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 11 for which I am the responsible POO, Y. Sigoaturo of
this form indicate, AgpgI rwgo Ihj$ wgWawatw flow.

0F W A TF90 State of North Carolina
\o G Department of Environment and Natural Resources
Division of Water Quality
o WATERSHED CLASSIFICATION ATTACHMENT
(WSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http://h2o.enr.state.nc.us/percs/
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the entire project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the project is within 100 feet of any surface water
or wetlands, this form must be completed for the pertinent sections.
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA-12/07) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion of the project
area that is within 100 feet of a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12/07 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office.
✓ The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ 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. For instance, 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 for each different
waterbody (where the sewer line is within 100 feet of such waterbody) and corresponding
classifications should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http://www.enr.state.nc.us/htmI/regionaloffices.htm1.
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED***
INSTRUCTIONS FOR FORM: WSCAS-12/07

FORM WSCAS-12/07 \o�oF warF9oG
WATERSHED CLASSIFICATION ATTACHMENT >_
FOR SEWER SYSTEMS
Applicant Name
Project Name
City of Clinton
Clinton — Old Raleigh Road Sanitary Sewer Improvements
Professional Engineer Name
Engineering Firm Name
Michael Wicker
Withers & Ravenel, Inc.
Location ID
Name of
Waterbody'
County
River
Basin
Waterbody
Stream Index
No.
Waterbody
Classification
Beaverdam Branch
Beaverdam Branch
Sampson
Cape Fear
18-68-1-10-1
C;SW
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
/ certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's 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 Sint d D
(�.U�.�.�...
Ida ure an ate
*** END OF FORM WSCAS-12/07 ***
3-to-00
FORM: WSCAS-12/07 Page 1 of 1

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