WQ0031213_Sewer Extension_20070111

ff-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! (to be Application Number:
(to be completed by DWQ)
1. Owner: -- ---- -----
_ _
1a. TOWN OF PEMBROKE —`
Full Legal Name (company, municipality, HOA, utility, etc.)
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1 b. McDUFFIE CUMMINGS, TOWN MANAGER
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) - - ----
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j1 c. The legal entity who will own this system is.
Q Individual ❑ Federal ® Municipality ElState/County ❑ Private Part nership❑ Corporation ❑Other
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1d. PO BOX 866 1e. P BEM ROKE
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Mailing Address City -
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=1f. NORTH CAROLINA 1g. 28372
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ZipCode
State _ ----- --- —
1 h. [phone] ;1 i. 11
Telephone 1 Facsimile E-mail
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2�Project (Facility) Information:
J a. SCOTT APARTMENTS b. ROBESON
�- Brief Project Name (permit will refer to this name) County Where Project is Located
Contact Person: ------ - ----- - ----- - --------- --
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3a. LARRY W. ANDERSON PE
Name and Affiliation of Someone Who Can Answer Questions About this Application _...
derson
3b. 910 671-9530 Ci ac ncarolina.net
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
I
!For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
." changing line sizellength, etc.). Only include the modified information in this permit application - do not
{phase,
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
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2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
Za. If applicant will be: 2b. If sold, facilities owned by a (must choose one)
private,
-
❑ Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (Instruction III)
El Homeowner Assoc./Developer (Instruction IV)
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- ElLeasing units (lots, townhomes, etc. - skip to Item B(3))
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❑ Selling units (lots, townhomes, etc. - go to Item B(2b)) j
TOWN OF PEMBROKE
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
(4a. TOWN OF PEMBROKE WWTF
b. NCO027103
Permit No.
Name of WWTF
WWTF
0„'5a.
TOWN OF PEMBROKE b. 12" Gravity
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SCOTT'S APARTMENT RENTALS, LLC
803 SOUTH PINE STREET
PEMBROKE, NC 28372
[phone]
PEMBROKE, NORTH CAR NA 2 72
FORWIA�- Jt�✓c/^ ul �p�
11100001046111

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
�pF W ATfiR4) State of North Carolina
�O G Department of Environment and Natural Resources
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J�►N 1 �007 COPY Division of Water Quality
o -mac FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers 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. This form may be photocopied for use as an original.
® 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 1302).
® 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.
❑ III. 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 HOA 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.
FTA 02/03 - Rev. 3 04/05

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vlll. 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(1 b). 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.
❑ 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 02103 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, Hamett,
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,
919 571-4718 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,
(252) 975-37% 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: http://`h2o.enr.state.no.uslperesl
FT 07ini - RP.. I nams

FAST -TRACK APPLICATION for GRAVITY SEVERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: YY Q0�3 (to be completed by DWQ) YY t!
i 1. Owner:
1a. TOWN OF PEMBROKE
Full Legal Name (company, municipality, HOA, utility, etc.)
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1b. McDUFFIE CUMMINGS, TOWN MANAGER
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
---.. — --- - - - - --- - -- - --- ...- - --- - -..........- ....._....---- -
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1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality❑ State/County ❑ Private Partnership ❑ Corporation 0Other _(speci :
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1d. PO BOX 866
le PEMBROKE
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Mailing Address
City
1 f. NORTH CAROLINA
1 g. 28372
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State
Zip Code
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.1 h. [phone] 1 i.
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E-mail
QTelephone
Facsimile
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�2. Project (Facility) Information:
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2a, SCOTT APARTMENTS 2b. ROBESON
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Brief Project Name (permit will refer to this name) County Where Project is Located
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`3. Contact Person:
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'Ga. LARRY W. ANDERSON PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
----- - - -- -- - - . _....------------
3b [phone] I3c. [e-mail]
Phone Number E-mail _
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
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 ® 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 111)
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❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
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:3. TOWN OF PEMBROKE
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. TOWN OF PEMBROKE WWTF b. NCO027103
Name of WWTF WWTF Permit No.
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5a. TOWN OF PEMBROKE b. 12" ® Gravity C.
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Owner of Downstream Sewer teceiving Sewer Size ❑ Force Main Permit Number of Downstream Sewer (if known)
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6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Car Wash
®Apartments/Condominiums
I ❑Institution 100 % Domestic/Commercial
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❑ Mobile Home Park
❑ Hospital
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❑ School
1 ❑ Church %Industrial
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❑ Restaurant
I ❑ Nursing Home % Other (specify):
❑ Office
❑ Other (specify):
7. Volume of wastewater to be allocated for this particular project: 6400 gallons per day
'Do not include previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - 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
FTA 0?/01 - Rev. '; 04/05

FAST -TRACK APPLICATION for GRAVITY SENVERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
32 UNITS @ 200 GALLON PER DAY PER UNIT = 6400 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
I (use the pull down menu)
8" 0 650
.......- ......... .. .......
E GRAVITY
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ENTER TOTAL LINE LENGTH IN MILES; 0.12
V11.
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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Location ID Power Reliability Option
(self chosen - as shown on: Design Flow. Operational Point i (1- dual line feed; 2- permanent generator MATS; 3-
plans for cross-reference)(MGD) _1 _GPM @ TDH ( portable generator w/telemetry; -wet well storage)
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12. 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 2H .0200 as applicable?
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® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
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variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
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s PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwatel? ❑ Yes ❑ No ® N/A
.._... ...... _.. _..-_.---- ............... _._.... _ ----
14 Does this project Involve aerial lines or siphons? Check If yes: ❑
These lines >Nilt.ke cQnsrder..ed�tgb poordv aod_.must ke._cherlced once eveot_stxmon. the ,..._.___ _ ...._..— - ___ .
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
32 2 BEDROOM UNITS @ 200 GALLON PER DAY PER BEDROOM PER UNIT = 12,800 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 0 650
ENTER TOTAL LINE LENGTH IN MILES 0.12
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
GRAVITY
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator MATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. 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 2H .0200 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
13. Have the following permits/certifications been submitted for approval?
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
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(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
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regional office (see instructions for addresses) OR indicate the following:
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® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
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waterbody; AND, -
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----...------ ...----- -- _ — - - --------....................... --------..... _......... ---...... - ........_......--........_....__.._._..__......_..._............_......_..........__....................._....._......
ElA Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
--- ..... ----- -- -- -
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Location ID on Map
(self chosen - as shown on Name of Waterbody Stream. Waterbody
map for cross-reference) 1 Waterbody County River Basin Index Classification
— — —
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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:
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1, McDUFF1E CUMMINGS, attest that this application for SCOTT APARTMENT RENTALS, LLC has been reviewed by
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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- I
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
,-.penaltp'G up to $25,000 per vio ion-
31
a.
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Signing74 Signat ul Date
_ _
2. Profession I Engineers Certification:
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I I attest that this application for SCOTT APARTMENT RENTALS. LLC 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
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l best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in
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' accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
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12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
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1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
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accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
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representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
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exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. LARRY W. ANDERSON PE
Professional Engineer Name
2b. ANDERSON ENGINEERING & ASSOC
Engineering Firm
--- -
2c 305 N. CHIPPEWA STREET
Mailing Address
2d.
City
2g [phone] 2h. 910 618
Telephone Facsimile
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NC f 28358
State Zip
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[e-mail]
E-mail
Seal, Signature & Date
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Subject: Re: Scott Apartments Sewer Application
From: "Larry Anderson" <anderson cicarolina.net>
Date: Tue, 23 Jan 2007 16:00:34 -0500
To: "Trent Allen \(NCDENR\)" <trent.alien Ca, nemai1.net>
Trent, .SY.V'z, 6& Pep, Pow, n
AJOT V141T. WILL SC-Nb Ov 7L�VtSbi� Plo.,u co LfU►-C ():.Is, j- 2-4-0-7
The 200 gals/day per unit was taken from the NC Administrative Codes section 15A
NCAC 02H .0219 Minimum Design Requirements. In the Wastewater Flow Rates section,
I used the rate for Resorts (e.g. condominiums, apartments, motels, hotels) which is
200 gals/day.
The unchecked box on page 5 was an oversite on my part. It should have been
checked. We are 190+ if from the last proposed manhole to the existing canal at the
back of the property.
Thank you for bringing these items to my attention. I apologize for any
inconvenience this has caused. Do I need to send in a revised application?
Renee Warren
Anderson Engineering & Associates, P.A.
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email: [e-mail]
----- Original Message ----- From: "Trent Allen" <[e-mail]>
To: <[e-mail]>
Sent: Friday, January 19, 2007 11:41 AM
Subject: Scott Apartments Sewer Application
Mr. Anderson, I'm reviewing the application for the Scott apartments and
needed some clarification on how the flow was calculated. The application list
32 units at 200gals/day per unit. How did you come up with 200 gals/day? On
page 5 of the application Part C. - Stream Classification- Both boxes need to
be checked in order not to have the stream classification complete. Also it
appears that there is an intermittent blue line stream toward the back of the
property. Is the entire system 100 feet away from this stream? If you could
get me this information, I can get the permit out.
Thanks
Trent
Trent Allen
Environmental Engineer
NC DENR-Division of Water Quality
Surface Water Protection Section
Fayetteville Regional Office
910-433-3322
of 1 1/23/2007 4:11 PM

Anderson Engineering & Assoc., P.A.
P.O. Box 1736
305 North Chippewa
Lumberton, N. C. 28359
January 9, 2007
NCDENR-Land Quality Section
Attention: Tent Allen
225 Green Street
Suite 714 / Systel Building
Fayetteville, NC 28301-5043
Ref: Scott Apartments
For the Town of Pembroke
Larry Anderson, P.E.
President
Trent,
Please find enclosed the following on the above referenced project for your review:
1) One original and one copy of the Fast Track Application for Gravity Sewers,
2) Color topo map of site,
3) Application fee ($400 00).
Should you require additional information, please feel free to contact me.
Sincerely,
ANDERSON ENGINEERING & ASSOCIATES, P. A.
V '�
Renee Warren
CAD Designer
RW/trc
Enclosures
National Society of
Professional Engineers®
0M U Msed Member
Phone: [phone] - Fax: [phone] - Email: [e-mail]