WQ0011691_Application (FTSE)_19951027

MEMO TO: State Review Group
FROM:
SUBJECT:
Ricky Revels R Rd4'
Environmental Technician IV
Procedure Four (4)
WQ0011691
Honeycutt Subdivision
Sewer Extension - Public
Town of Angier
Harnett County
Division of Environmental
Management
Fayetteville Regional
Office
11/07/95
Date
State Review Group Review
Engineer Rick Moore
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Angier Wastewater Lagoon/Spray Irrigation System
2) WWTP design capacity 0.50 MGD
3) Permit No.: NC0082597
4) Compliance Information:
Present treatment plant performance
for previous 3 months - beginning 6/95
Expiration Date: 3/31/96
5) Quantity and type of wastewater from proposed sewers:
*24.120 GPD
domestic 100%o ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP *16.200 GPD
7) Regional Recommendations: Approval X Denial
* This flow is going to the town's new NPDES WWTP.
RR/rr

GKEX88/MP
' COMPLIANCE EVALUATION ANALYSIS REPORT
ii/07/95
PAGE i
. PERMIT--NC0A82597 PIPE--08i REPORT PERIOD: 9410-9509 LOC--- E
FACILITY--ANGIER WWTP, TOWN OF DESIGN FLOW-- .5000 CLASS--3
LOCATION--ANGIER REGION/COUNTY--06 HARNETT
50050 00318 00530 00610 31616 50060 00300 000iO
MONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO TEMP
'
LIMIT F .5000 F 12.08 F 30.0 F 2.00 F 20010 NOL NOL
95/06 - .5720F 9.50 6.5 5.69F i8.6 .000 8.30 22.50
95/07 .3580 4.30 2.8 .30 3.8 .000 7.60 24.20
95/08 .3570 3.40 2.1 .25 19.i .000 7.70 25.70
AVERAGE . 290' 5.73 3.8 2.08 i3.8 .000 7.86 24.i3
MAXIMUM .5720 9.50 6.5 5.69 19.1 ----- 8.30 25.70
MINIMUM .3570 3.40 2.1 .25 3.8 .000 7.60 22.50
UNIT MGD MG/L MG/L MG/L 0000ML UG/L MG/L DEG.0

GKEX88/MP
' COMPLIANCE EVALUATION ANALYSIS REPORT
ii/07/95
PAGE 2
. ^ ..
' ,PERMIT--NC0O82597 PIPE--80i REPORT PERIOD: 900-9509 LOC--- E
FACILITY--ANGIER WWTP, TOWN OF DESIGN FLOW-- .5000 CLASS--3
LOCATION--ANGIER REGION/COUNTY--06 HARNETT
08400 80600 00665 005i
MONTH PH TOTAL N PHO%-TOT LEAD
LIMIT 9~0 6.0 NOL NOL NOL
95/86 7.3-7.8 11.450 .9900 2.0000
95/07 7.2-4JF
95/O8
7.2-5.iF i.690 i.6800 LE%%THAN
AVERAGE ------ 6.570 1.3350 2.0000
MAXIMUM 7.300 11.450 1.6800 2.0000
MINIMUM 4.i00 1.690 .9988 2.0000
UNIT %U MG/L MG/L MG/L

( , k_ P r r i -S
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR JOHN MOORE
TOWN OF ANGIER
PO BOX 2788
ANGIER, NORTH CAROLINA 27501
Dear MR MOORE:
October 27, 1995
ocr 30 Nos
FAX ENS MAMA
•EV/LLE CEMENTk
Subject: Application . IF 11691
Honeycutt Subdivision �'
Sewers -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 25, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Rick Moore at [phone] extension 527. If the engineer
is unavailable, you ma - message on their voice mail and they will respond promptly. Please
referenffthe ab� t, ,� mber when leaving a message.
cc:
Ow -
Sincerely,
MAN *141
f ICE;' //,/' / Carolyn t. McCaskill
LE RED' OF /j Supervisor, State Engineering Review Group
Fayetteville Regional Office
Raybon Engineering
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
c

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Angier
2. Print Owners' or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): John Moore, Town Manager
•
3. Mailing Address: P.O. Box 278
City: Angier State: N.C. Zip: 27501
Telephone No.: ( 919 ) 639-2071
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Dan H. Honeycutt
5. Application.Date: October 16, 1995 6. Fee Submitted: $ 400.00
7. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Permit No. (will be completed by' DEM): b,X N. C-k.A\ L,� 1
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each): Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date N/A
4. Specify whether the applicant is x public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Subdivision
3. Indicate any parameter. (and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to -
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 24,120 gallons per day
6. Explanation of how wastewater volume was determined:
67 Lots x 3 Bedrooms x 120 gpd/br = 24.120
IV. DESIGN INFORMATION:
• 1. Brief project description: Appx. 4892' Sanitary Sewqr
1 Lift Station & 1900' 4" Force Main
2. Name of wastewater treatment facility receiving wastewater: Angier Waste Water
Treatment Plant
a. Facility permit no.: NC 0082597
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Sewer Capacities have been reviewed
and found to be adequate to serve this extension.
2of10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 4892 ABS .012 0.4 5.95 2 9.11 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet.separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 445 linear feet.
6. This sewer line segment occurs between manhole no.
18 and manhole no. 8
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? x Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
4' minimum compacted cover under roads - traffic bearing
manholes required where in pavement.
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91) fe
11. Maximum allowable infiltration/exfiltration test rate: 10 0 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No •
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x' Yes _ No
13. Are manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes _ No N/A
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ No N/A
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? _ yes .IL no. It yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4of10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
Y. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Head of Neils Creek (Dry most of the
time, not surface water.)
3. Classification of closest downslope surface waters: N/A (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Portable Generators Are Available -
Receptacle will be provided at station.
5. What size pumps are provided? 98.2 GPM
6. How many pumps are provided? 2
7. What is the maximum capacity of the pump station? 141 , 408 GPD
8. What is the design total dynamic head? - 33. 1 feet
9. How.many pumping cycles will occur at the design flow rate? 6.85 cycles per hour
10. Check if provided at pump station:
Alternate Power Source Provision x
Wet Well Vented with Screen x
Filets in Wet Well x
Check Valves and Gate Valves x
Security Fencing
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection
High Water Alarm x Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
SCH40
4" 1900' PVC 117_n 294.72 2.56 2.56 36
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes _ no N/A
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation:
N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes x no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE6(4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental•
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ):
2. Name and Complete Address of Engineering Firm:
City: State: Zip:
Telephone No.
3. • Project Name:
4. Pump station design flow: GPD; GPM
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date:
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date):
6of10

" '
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Ruthaford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Hamett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Cunituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Cabarrus
Catawba
• Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Barren Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
•
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina •
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. •
If the owner/authority of the wastewater treatment facility; (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

•
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
•
Name and Complete Address of Engineering Firm: Raybon Engineering
P.O. Box 12034 3709 Hwy 17 South
City: New Bern
Telephone No. 919 — 6 3 7— 7 5 71
State: NC Zip: 28561
Professional Engineer's Certification:
I, William C. Raybon , attest that this application for Dan. H.
Honeycutt Property has been reviewed by me and is accurate
and complete 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. 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 I have reviewed this material and have
judged it to be consistent with the proposed design. .
North Carolina Professional Engineer's Registration No. 7108
Print Name ofEngineer Wiliiam C. ‘ liaaihAn
Seal and Signature (specify date;•
pFESSlp�y9•
S
7 08 : it
C'',,/,‘`''sa4 M �c . 'ik „.°
I, T� f�Y� � � or-. ,'attest that this application fort»/✓ )iD/titYG/.1-1
Applicant's Certification:
odig./V
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
information and attachments are not included, this application package will be returned as
incomplete.
V Signature
10*
Date /0 "2S —y-
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
. .
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
$250
$250
1,001 - 10,000 GPD
Industrial ' $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated)
$240
$400
$400
$120
$250
$250 •
$400 0
$200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division 'of Environmental
Management.
10 of 10

Stab of North Carolina
Department of Environment,
Health and Natural Resources
Fayetteville Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Andrew McCall, Regional Manager
DATE:
ATTENTION:
COMPANY NAME
AND LOCATION:
"WA
f VA&
C)EHNR
r--� SA- - 4.2 3-1-1-
2
NUMBER OF PAGES BEING SENT INCLUDING COVER PAGE:
FROM:v
FAX PHONE NO.: [phone]
OUR ADDRESS IS:
E 41
Wachovia Building. Suite 714. Fayetteville. North Carolina 28301-5043 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

FROM •: Floyd Suitt &Rssociates
•
PHONE NO. : +533 9304 Oct. 27 1995 10:03RM P07
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Njei ll s
Name of surface waters: 1lei--18 Creek
Classification (as established by the Environmental Management Commission): 4 S —1 d
Proposed Classification, if applicable: N/4
Signature of regional office personnel: j/ A-LDate:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility. the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8,5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ): Town of Angier
2. Name and Complete Address of Engineering Firm: Raybon Engineering
• P.O. Box 12034
City: New. Bern State: N.C. Zip: 28561
Telephone N. 919-637-7571
3 'Project Name: Dan H. Honeycutt
4. Pump station design flow: 141► 408 GPD; 9 8.2 GPM
5. Name of closest downslope surface waters: Neils Creek
6. County(s) where project and surface waters are located: Harnett
7. Map name and date: Angier 1964
8. North Carolina Professional Engineer's Registration No. 7108
9. Print Name of Engineer William C. Raybon
tr 10. Seal and Suture (specify date):
�H CARp'''s„,
/
41,E 'rc
icg-
" �s�7108Q�,�,`,
6of10
%;;;0 iNE�;;.��°

FROM.: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:03AM P06
GRAVITY SEWER EXTENSION & PUMP STATION ' :
, PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
I. Pump Station No,: 1 (A separate sheet V.1 through V.15 should be'
submitted for each pump station)
Nei I!s
2. Name of closest downslope surface waters: Head of Ne-i-la Creek (Dr, v mgSt of the
time, not surface water.)
3. Classification of closest downslope surface waters: (AK.- - (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA. B. or
SI3, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Portable Generators _ rft j vni table --
Receptacle will be provided at station.
5. What size pumps are provided? 9 8.2 GPM '
6. How many pumps are provided? 2
7. What is the maximum capacity of the pump station? 141,408 GPD
8. What is the design total dynamic head? 3 3.1 feet •
9. How•n}any pumping cycles will occur at the design flow rate? 6.8 5
10. Check if provided at pump station:
Alternate Power Source Provision x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves _ x
Security Fencing
Lockable Wet Well Cover x
Area Light ' x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection
High Water Alarm x Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
•
Diameter Length Pipe High Low Minimum Maximum Minunum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
SCH40
_ 4 1900' pvr. 117 _ n 294,72 2.56 , 2.56
cycles per hour
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes no •N/A
13. Is pump station subject to flooding? yes x , no. If yes. what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? .�, yes x no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

Floyd. 6Uit.t. &Associates
PHONE NO. : +633 9304 Oct.. 27 1995 10:00AM P01
To:
FROM:
Suitt & Associates, P.A., Inc.
P.O. Box 12034
^ Y+ Bern, North Carolina 28561
41.
DATE: le) / Z (/1(:...).
nECEIVEu
27 1995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
t I t kec i (kw 1 w tf Gra.rrle _'
t ~ff 6 1Qt., tom. k.Ain , P.
COMMENTS: D"-\ +1. . 4.kme "Pr dy-k'
FAX NUMBER: rl U 4 EL-ti G7 J^7
NUMBER OF PAGES (INCLUDING TRANSMISSION PAGE): 2-- _
IF YOU DID NOT RECEIVE ALL PAGES, CALL [phone].
THIS TRANSMISSION FROM FAX # [phone].
SENDER:
w 01 be.. yyc I ea -1-o .
(919) 633•- 2999
FAX: [phone]

FROM.: Floyd Suitt &Associates
PHONE NO. : +533 9304 Oct. 27 1995 10:01AM P02
if
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(HIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Town of Angier.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): John' Moore, Town Manager.
1 .
3. Mailing Address: P.O. Box 2 78
City: Angier State: N.C. Zip: 27501
Telephone No.: ( 919 ) 6 3 9 — 2 07
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc):
Van H. Honeycutt
5. Application Date: October 16 , 19 9 5
7. County where project is located: Harnett
II. PERMIT INFORMATION:
6. Fee Submitted: $ 400: 00
1. Permit No. (will be completed by' DEM):
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each): Engineer
signature not required for renewal.
3. if this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date N/A
4, Specify whether the applicant is X public or private,
FORM: GSPS 4/9I Page 1 of 10

FROM.: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:01AM P03
• GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Subdivision_
3. Indicate any parameter. (and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater}s not domestic in nature, what level of pretreatment has been provided to'
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 24 , 12 0
b. Explanation of how wastewater volume was determined:
gallons per day
Lots x . _Bedrooms x 120 gpd/br = 2Q3 L2i1
IV. DESIGN INFORMATION:
1. Brief project description: Appx . 4 8 9 2' Sanitary Sewer
1 Lift Station & 1900' 4" Force Main
2. Name of wastewater treatment facility receiving wastewater: Apgier waste Watex
Treatment Plant
a. Facility permit no.: NC 0082597
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Sower Capacities lave keen rtviewod_
and found to be adequate to serve this extensaon,
2of 10

FRfM.: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:01AM PO4
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material .Factor Slope % Slope % Velocity (fps) Ve1.(fps) Cover (in)
8 4892 ABS .012 0.4 5.95 2 9.11 36
•
NOTE: The minimum'velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors sha 1 be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21 % to 35%;
b. 24 fecttseparation for slopes of 36% to 50%;
•c. 16 feet.separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 4 4 5 linear feet.
6. This sewer line segment occurs between manhole no. ._.._ 18 .. _. and manhole no._ 8
7. Does the owner/operator have the ability to clean this length? x Yes No.
8. Sewer subject to existing or planned traffic bearing loads? x Yes _ No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
4' minimum compacted cover under roads - traffic bearing
manholes required where in pavement.
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 10

FROM.: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:02AM P05
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: __10 0 __ GPD/ pipe dia, in./mile.
Note: Must not exceed 200 GPD/ pipe dia. in,/ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft, horizontal separation from wells or other water supplies? .x. Yes ,Y. No
b) 12 in, vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes No •
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? , Yes No
13. Are manholes lubject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes No N/A
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): Yes _ . No N/A
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings? yes no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

FROM,: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:03AM P06
GRAVITY SEWER EXTENSION & PUMP STATION
PAGES of 10 (4/9 1)
. V. PUMP STATION INFORMATION
1 Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
Nei IlS
2. Name of closest downslope surface waters: Head of Nci3-o Creek (Dry most of the
time, not surface water..)
3. Classification of closest downslope surface waters: i4. - - . t 5T-' (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA. B. or
Si3, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Portable Qpnexators Are Available -
Receptaca.e will be provided at station.
5. What size pumps are provided? 9 8.2
6. How many pumps are provided? 2
GPM
7. What is the maximum capacity of the pump station? 141_ 408 GOD
8. What is the design total dynamic head? . 3.3.1 feet
9. How,many pumping cycles will occur at the design flow rate? 6.8 5
10. Check if provided at pump station:
Alternate Power Source Provision x
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing
Lockable Wet Well Cover x
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection
High Water Alarm X Audible and Visual _ Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe
(Inches) (Linear Ft) Material
SCH40
4" .1900'.tavc 117_A
High
Elevation
cycles per hour
Low Minimum Maximum Minimum
Elevation Velocity(fps) Vel.(fps) Cover (in)
294.72 2.56 2.56 36
12. Are air release valves provided at aU high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes no 'N/A
13. Is pump station subject to flooding? yes x no. if yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: _N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? yes x_ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

FROM : Floyd Suitt &Associates PHONE NO. : +633 9304 Oct. 27 1995 10:03AM P07
, GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of' the surface waters identified in number 5
below and on the attached reap segment:
lls
Name of surface waters: 1s Creek
Classification (as established by the Environmental Management Commission): Lc] —
Proposed Classification, if applicable: _ /J
Signature of regional office personnel: k
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 cotpleted, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7,5 minute USGS Topographic Map which shows
the subject surface waters, You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other ): Town of Angier
2. Name and Complete Address of Engineering Firm: Ravbon Engineering
P.O. Box 12034
City: New Bern State: N•C• Zip: 28561
Telephone No. 919 - 6 3 7- 7 5 71
3. 'Project Name: Dan H. Honeycutt
4. Pump station design flow: 41,408 GPD; 98.2 GPM
5. Name of closest downslope surface waters: Neils Creek
6. County(s) where project and surface waters are located: Harnett
7. Map name and date: Angier 1964
8. North Carolina Professional Engineer's Registration No. 7108
9. Print Name of Engineer William C. Raybon
10. Seal and Siznature (specify date):
,
�,0%.0 CARp(tee
.••••..•,. 1 Hi/2b/0 6
-9(_SS104,1;;.47
6of10

FROM.: F1oud Suitt &Associates
PHONE NO. : +533 9304 Oct. 27 1995 10:04AM P08
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super,
59 Woodfin Place
Asheville, NC 28802
704/251.6208
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutheford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
t
j Fayetteville Regional WQ Super,
i
Wachovia Building, Suite 714
Faycueville, NC 28301
919/486-1541 ` el, eAn, b-/&
.� rr�.• Kerr/
Mader Robeson
Cumberland Richmond
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761.2351
Alamance Rockingham
Allegheny Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Beaufort
Berne
Camden
Chowan
Craven
Currituck
Dare
Gates
Greene
Hertford
Hyde
gal WQ Super.
889
Jon s
Lenoir
Martin
Pamlico
Pasquotank
Perquimans
Pitt
Tyre!!
Washington
Wayne
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28] 15
704/663-1699
Alexander
Cabarrus
Catawba
Gaston
lnadcil
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Durham
Edgeoombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warr
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395.3900
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
7 of 10

FROM: Floyd Suitt &Associates
• • •
PHONE NO. : +633 9304 Oct.. 27 1995 10:04AM P09
GRAVITY SEWER EXTENSION & PUMP STATION
• PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
' DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBIVIITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general Location map; a plan view of the
sewer cxtensioh, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features,
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The.appropriate permit processing fee, in accordance with 15A NCAC 2I-I .0205(c)(5).
If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWII? specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications,
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if' the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

FROM.: Floyd Suitt &Associates
PHONE NO. : +633 9304 Oct. 27 1995 10:05AM P10
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Narne and Complete Address of Engineering Firm: R a y b o n Engineering._
P.Q. Box 12034
City: Neer _Bern
Telephone No. 919 -- 6 3 7— 7 5 71
3709 Hwy J7 South
Professional Engineer's Certification:
L William C. Ravbon
Honeycutt Property
State: NC Zip: 28561.
, attest that this application for Dan . 11 .
has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. 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.
North Carolina Professional Engineer's Registration No. .7108
Print Name of Enginecir W 1 7
Seal and Signature (specify dated Qv�� SSlp,j; ••//
Applicant's Certification:
7 08f i
'`le, /4 / �Ca. l...... NO
,'attest that this application for /9-nV
)0)1G/03'
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
information and attachments are not included, this application package will be returned as
incomplete.
Signature
Date /O—
'F, COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFbRMATION AND MATERIALS, SHOULD BE SEAT TO THE FOLC.OWINO ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: 919/733-5083
9of 10

FROM + Floyd Suitt &Associates PHONE NO. : +633 9304 Oct. 27 1995 10:05AM P11
• - GRAVITY SEWER EXTENSION & PUMP STATION "
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLIQATIQNS( RENEWALS WITHOUT'
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400
Domestic/Coding Water $400
$250
$250
1,001 - I0,000 pPD
Industrial ' ' $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$240 $120
$400 $250
$400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management,
10 of 10

FROM
Floyd Suitt &Associates PHONE NO. : +633 9304 Oct.. 27 1995 10:06AM P12
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32 30 i/�1 `. \ jir
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Mapped, edited, and published by the Geological Survey
Control by USGS, NOS/NOAA, and USCE
Topography by photogrammetric methods from aerial
photographs taken 1962, Field checked 1964
Polyconic projection. 10,000-foot grid ticks based on North
Carolina coordinate system. 1000-meter Universal Transverse
Mercator grid ticks, zone 17, shown In blue. 192%
North American Datum. To place on Inc predicted North
American Datum 1983 move the projection lines 12
meters south and 23 meters west as shown by dashed
corner ticks
Fine red .tp^Noel Ilnoa Intiit•atm unl(CteCI fenCP And tiAltl le ri whcr,'
generally visible on aerial photographs. This inform iliOrl is uncIIccked
Revisions Shown in purple and woodland compiled in
cooperation with Slat() of North Carolina agencies from
:u+riul pi c'tot{ra ti . taken 1980 and other sources. This
information not field chocked, Map (4:Her! 1981
IITM Gllit) ANU 1981 MAGNI11C NO11111
OtCLINPLn'.i Al CLN1Lrl 01 `airfi
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StatQ of North Carolina
Department of Environment,
'Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. John Moore, Town Manager
Town of Angier
P.O. Box 278
Angier, North Carolina 27501
Dear Mr. Moore:
November 16, 1995
NOV 171995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0011691
Additional Information Request
Town of Angier
Honeycutt Subdivision
Sewer Extension
Harnett County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please provide the
following by December 15, 1995:
* Your application and plans indicate 445 linear feet of sewer pipe between manhole 8 and
manhole 18. Please submit written documentation to the Permits and Engineering Unit which
details the method of cleaning pipe lengths greater than 425 feet and the type of equipment to be
used. The letter should be signed by a responsible party of the Town of Angier. This letter will be
put on file and will be referred to whenever the Town of Angier submits applications for sewer
extensions with distances greater than 425 feet between manholes.
* In accordance with 15A NCAC 2H .0219 (h) (3) (B), a telemetry system must be used in
instances when portable generators are to be used for secondary power. Please revise the plans to
show the telemetry system and submit a section of specifications pertaining to the telemetry
system. Also, indicate that an autodialer is to be used in your application on sheet 5 of 10. The
revised plan sheets should be submitted in triplicate and the revised sheet of the application must be
individually signed and sealed and submitted in triplicate.
* A profile view of the force main is required to verify that the 3 feet minimum cover is
maintained and that air release valves are provided when necessary. Please submit the revised plan
sheets in triplicate.
* Please check the high elevation of the force main listed on sheet 5 of 10 of your application.
If any changes need to be made, revise sheet 5 of 10, sign and seal it, and submit it in triplicate.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Acton Employer 50% recycled/ 10°ro post -consumer paper

Alt
* Please submit calculations showing that a minimum velocity of 2.56 fps can be achieved in
the force main. If this minimum velocity in the application needs to be changed, you may revise
sheet 5 of 10 of the application in the same manner as listed above. Please be advised that a
minimum velocity of 2 fps is required in force mains to serve as a scouring velocity.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in triplicate to my attention at the address below.
Please note that failure to provide this additional information on or before the above requested date can
result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], ext. 527.
Sincerely,
cc: Fayetteville Regional Office
Permit File WQ0011691
Raybon Engineering
Rick Moore
Environmental Engineer
State Engineering Review Group

State of North Carolina
.Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. John Moore, Town Manager
Town of Angier
P.O. Box 278
Angier, North Carolina 27501
Dear Mr. Moore:
November 16, 1995
Co HNR
gcsavED
NOV 20 1995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0011691
Additional Information Request
Town of Angier
Honeycutt Subdivision
Sewer Extension
Harnett County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please provide the
following by December 15, 1995:
* It appears as though this subdivision is to be constructed in different phases. Please be
advised that a separate permit is required for every separate construction contract. Please also be
advised that the operation of a collection system without an engineer's certification for that system
is a violation of the permit. The Division will not accept partial certifications, therefore, operation
of a portion of a collection system, covered under one permit, is a violation of that permit. If this
application needs to be split into different phases, application sheet 3 of 6 needs to be revised to
reflect only the sewer lines to be constructed and put into operation. Also, a revised, complete set
of plans for only this phase is required.
* Your application and plans indicate 445 linear feet of sewer pipe between manhole 8 and
manhole 18. Please submit written documentation to the Permits and Engineering Unit which
details the method of cleaning pipe lengths greater than 425 feet and the type of equipment to be
used. The letter should be signed by a responsible party of the Town of Angier. This letter will be
put on file and will be referred to whenever the Town of Angier submits applications for sewer
extensions with distances greater than 425 feet between manholes.
* In accordance with 15A NCAC 2H .0219 (h) (3) (B), a telemetry system must be used in
instances when portable generators are to be used for secondary power. Please revise the plans to
show the telemetry system and submit a section of specifications pertaining to the telemetry
system. Also, indicate that an autodialer is to be used in your application on sheet 5 of 10. The
revised plan sheets should be submitted in triplicate and the revised sheet of the application must be
individually signed and sealed and submitted in triplicate.
* A profile view of the force main is required to verify that the 3 feet minimum cover is
maintained and that air release valves are provided when necessary. Please submit the revised plan
sheets in triplicate.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

* Please check the high elevation of the force main listed on sheet 5 of 10 of your application.
If any changes need to be made, revise sheet 5 of 10, sign and seal it, and submit it in triplicate.
* Please submit calculations showing that a minimum velocity of 2.56 fps can be achieved in
the force main. If this minimum velocity in the application needs to be changed, you may revise
sheet 5 of 10 of the application in the same manner as listed above. Please be advised that a
minimum velocity of 2 fps is required in force mains to serve as a scouring velocity.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in triplicate to my attention at the address below.
Please note that failure to provide this additional information on or before the above requested date can
result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], ext. 527.
rely,
co
Rick Moore
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office
Permit File WQ0011691
Raybon Engineering

RECEIVED
JAN 1 719971
FAYETTEVILLE
REG. OFFICE
January 21,1997
JOHN MOORE
ANGIER, TOWN-HONEYCUTT SUBDIV
PO BOX 278
ANGIER, NC 27501
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011691
ANGIER, TOWN-HONEYCUTT SUBDIV
HARNETT COUNTY
Dear Permittee:
On December 27, 1995 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, RAYBON
ENGINEERING at [phone]. If the facility has not been constructed, please
contact the Fayetteville Regional Office at [phone], so that they can
update their records.

Thank you for your prompt attention to this matter.
Sincerely,
Original Signed By
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Fayetteville Regional Office