WQ0034424_Application_20091014

pF'WATF,q State of North Carolina
QG Department of Environment and Natural Resources
_co r Division of Water Quality
o FAST -TRACK APPLICATION
(FTA 12/07 )
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%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 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.
FTA 12/07

f
17 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(lb). 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
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.uslperes/
or contact the Regional Office serving your county.
A 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: [n� �j
(to be completed by DWQ) �
IX Q �¢ 1 /7
1.
Owner/Permittee:
1 a.
City of Raeford
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1 b.
John K McNeill III, Mayor
0
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.
315 North Main Street 1e. Raeford
LL
Mailing Address City
Z
1f.
North Carolina 1g. 28376
Z
State Zip Code
0
1 h.
910-875-8161 1 i. 910-875-8165 1j. [e-mail]
QTelephone
Facsimile E-mail
U
2.
Project (Facility) Information:
J
2a.
Stewart Street Sewer Improvements 2b. Hoke
a
Brief Project Name (permit will refer to this name) County Where Project is Located
a
Q
3.
Contact Person:
Q3a.
John Grey, PE, The Wooten Company
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
336-626-5322 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 Raeford
ZZ
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Raeford Wastewater Treatment Facility 4b. NCO026514
~
Q
Name of WWTF WWTF Permit No.
5a.
City of Raeford 5b. 6-inch ® Gravity 5c. unknown
Owner 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 ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
❑ School El Church
L11
[1Restaurant (RO: contact your Regional Office
❑ Nursing Home
a
Pretreatment staff)
❑ Office ❑ Other (specify):
m
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why.-
0 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. Unknown
® Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if 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).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
6-inch 294 New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LU
=)
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Z
~
Design Flow
Operational Point
Power Reliability Option
O
MGD
( )
GPM @TDH
1 -permanent generator w/ATS; Force Main Size Force Main Length
g
2 —portable generator w/MTS
V
Z
O
QPump
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
O
2 - portable generator w/MTS
LL
Z
H
LU
a
m
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
Gravity Sewer Minimum Design Criteria: III.A (using 6-inch pipe to serve 3 residents, discharging to a 6-inch sewer),
IV (using cleanouts instead of manholes due to limited amount of room and size of pipe), VI.B. (private well not a
water supply except used for irrigation)
FTA 12/07

W. 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: (John K McNeill III, Mayor - Stewart Street Sewer Improvements)
1, John K. McNeill Ill, attest that this application for 2008 Lewis Street Sewer Improvements project 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 retumed 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
pto $$25, 000 per vjo tion.
e s G
1a. �( & [Q—D�—� Cr
Fgpfng Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
Q2. Professional Engineer's Certification: (John C. Grey, PE - Stewart Street Sewer Improvements)
V I, John C. Grey, PE, attest that this application for 2008 Lewis Street Sewer Improvements project has been reviewed by
LL 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 for
W Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
0 Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
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. John C. Grev. PE
Professional Engineer Name
2b. The Wooten Company
Engineering Firm
2c. 350 N. Cox Street, Suite 26
Mailing Address
2d. Asheboro
City
2g. 336-626-5322 2h. 336-626-5722
Telephone Facsimile
2e. NC 2f. 27203
State Zip
2i. [e-mail]
E-mail
�x"p�ee«•e,�epfs
*�'♦ t CAR.
r. L�{�q••►ish .!O � fP
8037 i
• r
NC PE Seal, Signature & Date
FFA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) 003
I. OwnerlPermittee:
1 a. City of Raeford
Full Legal Name (company, municipality, HOA, utility, etc.)
Z 1 b. John K McNeill III, Mayor
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
a 1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
IX
0 1 Cl. 315 North Main Street 1 e. Raeford
LL Mailing Address City
Z 1f. North Carolina 1g. 28376
Z State Zip Code
0 1 h. 910-875-8161 1 i. 910-875-8165 1j. [e-mail]
Telephone Facsimile E-mail
U2. Project (Facility) Information:
J 2a. Stewart Street Sewer Improvements 2b. Hoke
a Brief Project Name (permit will refer to this name) County Where Project is Located
a 3. Contact Person:
Q 3a. John Grey, PE, The Wooten Company
Name and Affiliation of Someone Who Can Answer Questions About this Application
j 3b. 336-626-5322 3c. jgrey@thewoot
Phone Number E-mail
--- --. — _.--_ . ..-.._. ----._ — ......
i 1. Project is ® New El Modification (of an existing permit) If Modification, Permit No.:
e
ncomoanv.com
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 Raeford
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Raeford Wastewater Treatment Facility 4b. NCO026514
Name of WWTF WWTF Permit No.
5a. City of Raeford '5b. 6-inch ® Gravity
Owner of Downstream Sewer ;Receiving Sewer Size ❑ Force Main
6. The origin of this wastewater is (check all that apply):
VkAEPO CITY OF RAEFORD
O Agriculture Ro 315 N. MAIN STREET
RAEFORD, NORTH CAROLINA 28376
U t le.. , (� [phone]
4_: II w
_� g CENTRAL DEPOSITORY
PAY IC Ltd 6; IR
TO THE D I V I G� ON O s•' WATER DUALITY
ORDER 1617 MAIL. SERVICE CENTER
OF RALE I C°H, N`0 2 7 6?9--16 1',"
unknown
Permit # of Downstream Sewer (Instruction E)
BRANCH BANKING & TRUST COMPANY
RAEFORD, N.C. 28376
No. 009635
10 /09/ 2009 9635
2LiE
531
$480. 0Cl
VOID AFTER 60 DAYS
THIS DISBURSEMENT HAS BEEN APPROVED AS REQUIRED BY
THE LOCAL GOVERNMENT BUDGET AND FISCAL CONTROL ACT.

Central Files: APS SWP
03/08/10
Permit Number W(M34424 Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type Fast Track
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
1.00
Individual
Extensions
Primary Reviewer
Permit Contact Affiliation
trent.allen
John K
McNeill III
Coastal SW Rule
Permitted Flow
0
Facility Name
Stewart Street Sewer Improvements
Location Address
Mayor
315 N Main St
Raeford NC 28376
Major/Minor Region
Major Fayetteville
County
Hoke
Facility Contact Affiliation
Owner Name Owner Type
City of Raeford Government - Municipal
Owner Affiliation
Richard Douglas
315 N Main St
Raeford NC 28376
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
03/08/10 10/14/09 03/08/10 03/08/10
Regulated Activities Requested/Received Events
Wastewater collection Additional information requested
Additional information received 03/03/10
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

1W
THE October 13, 2009
WOOTEN
COMPANY NC DENR
Division of Water Quality
ENGINEERING 225 Green Street Suite 714
P L A N N I N G Fayetteville NC 28301
A R C H I T E C T U R E Subject: Fast Track Application
City of Raeford
Stewart Street Sewer Improvement
TWC No. 2800-AD
Gentleman:
On behalf of the City of Raeford, The Wooten Company is submitting a Fast Track
Application for Gravity Sewer Lines on Stewart Street in Raeford. The following
documents are enclosed:
1. One original and one copy of the Application Form
2. $480.00 Permit Fee
3. One original Flow Tracking/Acceptance for Sewer Extension Permit Application
4. One 8 'h x I 1 color copy of the USGS Topographic Map
5. One copy of the Plan and Profile sheet that shows the size of the receiving sewer.
The permit number is not known.
The project does not meet the Gravity Sewer Minimum Design Criteria as noted on the
FTA Permit Form, Item 13. Therefore, we have requested a variance from NC DENR
DWQ CG&L. A copy of the request letter to CG&L is enclosed for your reference.
We request that you email Alese King, ([e-mail]), when you
receive this package so we can be assured that it arrived as intended.
Should you have any questions, please give me a call.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
Asheboro Branch Manager
350 North Cox Street Suite 26
Asheboro NC 27203 /aik
Enclosures
336.626.5322
fax [phone] cc: Mike Wood, City Manager

i
I
October 13, 2009
I
i
THEMr. Seth Robertson
W 0 OT E N NC DENR Construction Grants and Loans
1633 Mail Service Center
COMPANY Raleigh, NC 27699-1633
Subject: Variance for Gravity Sewer
ENGINEERING City of Raeford
Stewart Street Sewer Improvement
PLANNING TWC No. 2800-AD
ARCHITECTURE
Dear Seth:
On behalf of the City of Raeford, we are requesting a variance from the Gravity Sewer
Minimum Design Criteria for the Stewart Street Sewer project. This project replaces a 4" line
that serves 3 residents but passes under a house. The City plans to install a 6" sewer line to
serve the 3 customers around the house and tie back into the 6" sewer main in the street. The
variance requests are as follows with an explanation for each:
I. Guideline III.A — We request a variance from the requirement for new sewers to be 8"
in diameter and allow the use of a 6" line. The line will only serve 3 customers (one
of which is a very small apartment) and is basically a common service line. The
receiving sewer is also a 6" line. The line will not be extended nor have any
additional customers added since it serves a fully developed area.
2. Guideline IV. — We request a variance from the requirement to use manholes and
allow the use of a cleanout in conformance with Plumbing Code. If the variance is
given to use 6" line a clean out will provide adequate access to the line for cleaning
and maintenance. The use of manholes in the area where the line is proposed would
require more room for installation and maintenance and would be much more
destructive to the property.
3. Guideline VI.B. — We request a variance from the requirement to use ferrous pipe
material within 100' of a private well. The residence is on City water and the well in
question is located behind the home and is only used for irrigation purposes. The pipe
material that will be used will be PVC which will be water tight and air tested to
verify there are no leaks.
Please review these requests and contact me if you have any questions or comments. We have
submitted the Fast Track Form with a copy of this letter and drawing to the Fayetteville
Regional Office, so we would appreciate if you would contact them with your approval.
Thank you for your assistance.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
350 North Cox Street Suite 26 Branch Manager
Asheboro NC 27203
/aik
336.626.5322 Enclosures (2 copies Plan Sheet 1 of 1)
fax [phone] cc: Mike Wood, City Manager

1W
THE
WOOTEN
COMPANY
ENGINEERING
P L A N N I N G
ARCHITECTURE
350 North Cox Street Suite 26
Asheboro NC 27203
336.626.5322
fax [phone]
January 25, 2010
Mr. Seth Robertson
NC DENR Construction Grants and Loans
1633 Mail Service Center
Raleigh, NC 27699-1633
Subject: Variance for Gravity Sewer
City of Raeford
Stewart Street Sewer Improvement
TWC No. 2800-AD
Dear Seth:
As you requested, enclosed is the revised drawing for the sewer line to replace the 4-inch
gravity sewer under a residence on Stewart Street in Raeford, NC. This drawing has the
note that the gravity sewer is to be "tested to water main standards" and is designed with
water main suitable materials.
Also we have replaced two cleanouts with one manhole at Sta 1+62. The other cleanout
located at Sta 0+30 is too shallow to allow for the installation of a pre -cast manhole, and
is therefore still shown as a cleanout at this location.
Please contact me if you have other comments, questions or if you are able to approve the
requested variances for the project.
Sincerely,
THE WOOTEN COMPANY
John C. Grey, PE
Branch Manager
/aik
Enclosures (2 copies Plan Sheet 1 of 1)
cc w/enclosure: Mike Wood, City Manager
Fayetteville DWQ Regional Office