WQ0013368_Application (FTSE)_19970115

MEMO TO: State Review Group
FROM:
SUBJECT:
Ricky Revels T 1
Environmental Technician IV
Procedure Four (4)
WQ0013368
Benton Point
Sewer Extension - Public
Town of Angier
Harnett County
Division of Environmental
Management
Fayetteville Regional
Office
01/23/97
Date
State Review Group Review
Engineer John Seymour
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Angier Wastewater Treatment Plant
2) WWTP design capacity 0.50 MGD
3) Permit No.: NC0082597
4) Compliance Information:
Expiration Date: 3/31/01
Present treatment plant performance
for previous 12 months - beginning 12/95
5) Quantity and type of wastewater from proposed sewers:
41.760 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 19.600 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

DF%3658I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE i
PERMIT--NC0082597 PIPE--00i REPORT PERIOD 95i2-96ii LOC---FACILITY--ANGIER WWTP, TOWN OF DESIGN 'LOW-- ^5000 CLASS--
3LOCATION--ANGIER RE�ION/COUNTY--O6 HARNETT
50050 00310 00530 006% 0616 50060' 00300 000iO
MONTH Q/MGD BOD RE%/T%% NH3FEC COLI CHLORINE DO TEMP
LIMIT F .5008 F 24.00 F 30.0 F 4.00 F 280.0 NOL NOL
15/12 .2702 2.25 2.2 .01 3.0 17.368 10.08 12.51
96/01 .3400 2.80 1.7 .0i 2.4 i5.789 i0.69 i%56
96/82 .3937 5.25 7.6 .23 6.4 0.238 9.71 10.62
96/03 .3699 4.75 6.7 .00 5.3 16.190 10.29 ii.38
LIMIT F .5000 F 12.00 F 30.0 F 2.00 F 200.0 NOL NOL
96/84 .3672 1.75 .8 .00 3.4 17.6i9 9.39 i4.80
96/05 .062 2.20 .0 .2i 3.9 17.727 8.34
96/06 .2315 2.00 .0 .30 i0.8 16.000 7.95 23.78
96/07 .2175 2.80 .0 .00 3.8 16.8i8 7.63 25.53
96/08 3343 2 50 0
^ ^ ^ .00 2.3 15.909 7.87 24.80
96/09 .4091 2.75 .0 .i2 1.9 17.500 7.84 23.7i
96/10 .083 2.00 .0 .20 i.9 16.086 8.36 20.25
LIMIT F .5000 F 24.08 F 30.0 F 4.00 F 200.0 NOL NOL
96/ii .3522 1.75 .0 .00 6^6 i8.333 9.i8 16.20
AVERAGE .3343 2.73 i.5 .09 4.3 16.04 8 94 i7 82
MAXIMUM .6550 �9.00 16.0 i.06 89.0 20^000 ii^70 26^50
MINIMUM .0000 LE%%THAN LE%%THAN LE%%THAH LE%%THAN i0^000 7^i8 8^00
UNIT MGD MG/L MG/L MG/L 0/i00ML ^G/L M^/L DEG.[.`

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
0i/23/97
PAGE 2
PERMIT--NC0082597 PIPE--08i REPORT PERIOD: 9512-9611 LOC--- E
FACILITY--ANGIER WWTP, TOWN OF DESIGN FLOW-- .5080 CLASS--3
LOCATION-_ANGIER REGION/COUNTY--06 HARNETT
08400 00600 08665 0i05i
MONTH PH TOTAL N PHO%-TOT LEAD
LIMIT 9.0 6.0 NOL NOL NOL
9502 6.8-6.2 .500 1.1200 .0000
96/01 6.9-6.3 1.580 1.2408 .0000
96/02 6.8-6.i i.420 .9060 .0000
96/03 6.8-6.i .0000
LIMIT 9.0 6.0 NOL NOL Not..
96/04 6.9-6.4 .640 i.0380
96/05 7.0-6.4
96/06 7.1-6.4
96/07 6.9-6.4 13.640 2.7000
96/88 6.9-6.3
96/09 6.9-6.3
9600 6.9-6.3 10.250 1.1400
LIMIT 9.8 6.0 NOL NOL NOL
96/11 6.8-6.2
AVERAGE 4.671 1.3560 .O000
MAXIMUM 7.i00 13.640 2.7008
MINIMUM 6.108 .500 .9060
UNIT %U MG/L MG/L MG/L

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR. THOMAS TAYLOR
TOWN OF ANGIER
PO BOX 278
ANGLER, NORTH CAROLINA 27501
Dear MR. TAYLOR:
A7A
r57kee'
January 15, 1997
JAN 1 71997,
FAYETTEVILLE
REG. OFFICE
Subject: Application No. WQ0013368
Benton Point
Sewers -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 14, 1997. This application has been assigned the number listed
Your project has been assigned to John Seymour for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
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 John Seymour at [phone] extension 546. If the
engineer isunavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
Godwin-Jordan-Tew & Associates
Sincerely,
OaL-Lz,a1
C 7 Coleen H. 'ullins, P.E.
Supervisor, Permits & Engineering Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health and Natural Resources .
Division of Environmental Management
• Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION, 4i- 2-
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): 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):
3. Mailing address: P. 0. Box 278
City: Angier State: N . C . Zip: 27501
Telephone Number: ( 919 ) 639-2071
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements. etc.):•
Benton Point Subdivision
5. Application Date: 6. Fee Submitted: S 400.00
6. County where project is located Harnett
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
(�1Q o0133L4
2. Specify whether project is: x new; modification.
•
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number N / A
4. Specify whether the applicant is
X public or
and the issue date N / A
private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 Ac 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(s) (and their concentration) that will be greater than normal domestic levels:
Mnna
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. If a pretreatment permit is required, has one been issued? Yes No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSPSA 06/94 Page 1 of 8

6. Volume of wastewater generated by this project 41 . 760 gpd gallons per day.
7. Explanation of how wastewater volume was determined: 116 each residential 1 n r G r f n
gallons per day per lot = 41,760 gpd
IV. DESIGN INFORMATION:
1. Brief project description: This project is a 116 lot subdivision
2. Name of wastewater treatment facility troeiving wastewater.
a. Facility Permit Number. NC 00 8 2 5 9 7
Town of Angier WWTP
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
The existing downstream sewers are adequate for this additional
flow quantity.
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream:
N/A
8"
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
6226
pvr.
19n
0 lip
3.23
2.00
Z.2
36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 Inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
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
360
5. Maximum length of sewer between manholes: linear feel
9 28
6. This sewer.line segment occurs between manhole no. and manhole no.
FORM: GSPSA 06/94 Page 2 of 8

7. Does the owner/operator have the ability to clean this length? x Yes No. For sewer reach lengths greater
than 425 feet. please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers 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?
inish grade an top o pipe order to pervent point loading.
9. Outside drop manholes are provided where invert separations exceed: 2. 5 feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: MH 1/ 9 and MH # A
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systetnsincluding force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? ,y, Yes No•
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? X Yes No
c) I0 ft horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? ,L..Yes _No
13. Are manholes subject to flooding? Yes X No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertight. vented
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: N/ A
15. Does this project involve any stream crossings? Yes _a- 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:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Sewers ma ns1 be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes X No.
FORM: GSPSA 06/94 Page 3 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name: 4/ 1
(A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: Black River
3. Classification of closest dowaslo surface waters: nRWSwamp
pe (as established by the Environmental Management
Commission do specified on sheet 5 of 8 of this application).
4. In accordance with 1SA NCAC 2H .0219 0)(3), describe the measures that are being implemented to prevent impacts on
4n4TCt/":# nrfaCsfr w ,erc. chrnitri ? nnarK failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. We have provided a wet
well of sufficient size- to store the maximum quantity of sewer that
would be generated by a power outage (See attached info from power Co.)
5. What size pumps are provided: R 7 GPM; and bow many? 2 each
6. What is the design total dynamic head? 7 9.3 5 feet
7 How many pumping cycles will occur at average daily flow? 7.9A cycles per hour.
NOTE: iSA NCAC 2H .0219 (b)(2) requires 2 to 8 pumping cycles per hour be achieved at are daily flow.
8. The following items are typically required in the design for pump stations. Check theappropriate blank to signify that
these items haubaca provided in the design plans and specifications:
AlternattPower Source _
Wet Well Vented with Screen
Fillets in Wet Well _
Check Valves and Gate Valves—Xr_
Security Fencing
Lockable Wet Well Cover
Area Light
110V Elecuical Convenience Outlet
Flood/Buoyancy Protection _X_
High Water Alarm (one choice may be specified) X Audible and Visual Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
4"
4
7800
,
PVC
1 11 _ nn
71 _85
2. 21
2 _21
16"
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? X Yes _ No
11. Is the pump station subject to flooding? _ Yes X No. If Yes, what measures are being taken to protect against flooding?
I2. If subject to flooding, specify the 100-year flood elevation: N /A Feet MSL
13. 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 and shall include that evaluation as
an attachment to this application.
FORM: G SPS A 06/94 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form. with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
_•� Y c.. i:.clu z zr. S.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
I. Applicant (specify r. me of the municipality, corporation, individual, me.):
Town of Angier
2. Narne & corrplete address of engineering firs:
Godwin—Jordan—Tew & Associates. P.A.
P.O. Box 249
Dunn,_N.C. 28335
91892-5159
Telephone number: ( )
3. Project name: Benton Point Subdivision
4. Name of closest downslope surface waters: Black River
S. County(ies) where sewers and surface waters are located Harnett
6. Map name and date. NC Quadrangle (Angier N.C. Quad Map)
7. NC Professional Engineer's Seal, Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment
Name of surface waters: C� c l� ,�-•�
Classification (as established by the Environmental Management Commission): C- - S Lo
Proposed classification, if applicable:
Signature of regional office personnel* k 4-I Da1C: I.2 - 6 — 5,
FORM: GSPSA 06/94 Page 5 of 8

j-
1.
yM.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENT.
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Requited Items
One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmiaed under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
inclur_fe '- -"t 1' tin^ Map, a plan wed of the sewer extension, a profile of the sewer extension, 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•fmst page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as:. FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASE) FOR CONSTRUCTION.
c. Two 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 NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sews extensions for delegated municipalities (applies only to those
governmental jurisdictions that have spec delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are S100.
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow fro this
project is different from the applicant of the project, then a lener must be provided from the owner/authority of the WWIF
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. If the application is being submiaed in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to bold the franchise for the area to be served. In the
case of contiguous service areas. evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
A properly executed Operational Agreement (original and two copies - form provided by DEM) 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.
The downslope surface waters classification must be determined bythe
this t appropriate DEM regional office, using page 5 of 8 of
form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i• A cover lener, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 06/94 Page 6 of 8

.ame and Complete Address of Engineering Firm:
P.O. Box 249
City: Dunn
State: N . C .
Telephone Number. ( 910 ) 8 9 2 — 515 9
Professional Engineer's Certification:
L johnny G1 Pnn TPw
Zip: 28335
, attest that this application for Town of An g i P r
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 tmder 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 Seal, Signature, and Date:
10
Applicant's Certification:
espsusst
�SH CAR
580
NEE:`
••...
Y GLENN
stmestostt
197
Town of Angier
1. i140 .-4 s 5 . TA y L.M / April . attest that this application for
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 anachments are not included, this application package
will be returned to me as incomplete.
Signature �4�, u�cu/jl� .1 Date / G JqAJ 9 7
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
M.4TERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 06/94 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93) •
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
,._. ..
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Blackri
Cumber:and
Harnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Story
Davidson Watauga
Davie Wilkes
Forsyth Yadidn
Guilford
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Li ...If w Tc ie
i ww
Bettie Lenoir
Camden Martin
Cbowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edge ccobe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Bnmswidc
Caneret
Columbus
Duplin
New Hanover
Onslow
Fender
FORM: GSPSA 06/94 Page 8 of 8

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 7, 1997
Mr. Thomas S. Taylor
Town of Angier
Post Office Box 278
Angier, North Carolina 27501
A7A
L7EtEEI
FEB 10 149h
FAYETTEVILLE
REG. OFFICE
Subject: WQ0013368
Additional Information
Benton Point Subdivision
Sewer Collection System
Harnett County
Dear Mr. Taylor:
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application. The following items must be addressed before we can complete our review:
1. The submitted application references a power reliability letter from the power
company. This letter was not found in the application package. Please provide
a power reliability letter from the power company, so it can be used to
determine if the subject pump station has enough emergency storage.
2. The submitted application package did not contain any specifications. there are
some factory cut sheets for the pump station, but, no specifications for the
subject project. Please provide adequate specifications for the subject project.
3. The submitted plans are stamped "Preliminary..." on sheet 1 of 16. The
division can not stamp approve a set of plans that are not a final design. Please
provide a plan sheet that is not stamped "Preliminary...". The use of "FINAL
DESIGN - Not Released for Construction" or similar statement is acceptable.
4. The submitted plans appear to be missing plan and profile for the part of the
proposed 4 inch force main that runs along Courtland Drive. Please provide
revised plan sheets, or provide instruction as to where to find the plan and
profile of this part of the proposed force main.
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before March 10, 1997,
will subject your application to being returned as incomplete in accordance with 15 NCAC 2H
.0208. If you have any questions on this matter, please call me at 919/ 733-5083 extension 546.
Sincerely,
ohn Sey
Environmental Engineer I
cc: Fayetteville R - a onal • ffi
o a win-Jordan-Tew & Associates, P.A.
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

•State of North Carolina
D.epartment of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 20, 1997
Mr. Thomas S. Taylor
Town of Angier
Post Office Box 278
Angier, North Carolina 27501
Dear Mr. Taylor:
0104.......00."%ftworON 11117A
E HREIWErR.4
FEB 2 41997
F ariEV,LLE
REG. OFFICE
Subject: WQ0013368
Additional Information 2nd Request
Benton Point Subdivision
Sewer Collection System
Harnett County
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application. Your additional information provided in response to the February 7, 1997,
request letter was very helpful. The following new items must be addressed before we can
complete our review:
1. The submitted additional information power reliability letter, from the power
company, indicates the storage in the proposed pump station wet well does not
have enough emergency storage designed into it, as indicated by the submitted
application. At the stated average flow of 29 gallons per minute into the pump
station (41,760 gpd -- 1440 min./day) there is only 33.6 minutes of emergency
storage between the alarm float level and the top of the pump station wet well.
The reliability letter provided indicates power outages as long as 2 hours have
happened in 1996. Please address this shortage of emergency space in the
proposed wet well, and provide revised pump station plans, if appropriate,
and/or a new alternate power plan.
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before March 24, 1997,
will subject your application to being returned as incomplete in accordance with 15 NCAC 2H
.0208. If you have any questions on this matter, please call me at 919/ 733-5083 extension 546.
Sincerely,
John Se our
Environmental Engineer I
cc: a etteville Regional Office
o• wt - • • . •• :• sociates, P.A.
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

State bf North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 20, 1998
THOMAS S. TAYLOR
ANGIER, TOWN-BENTON POINT
PO BOX 278
ANGIER, NC 27501
r. LL,�
E N R
RECEIVED
M .V' 0 4 1998
F YETTEM LE
REG. OFFICE
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0013368
ANGIER, TOWN-BENTON POINT
HARNETT COUNTY
Dear Permittee:
On March 19, 1997 the Division of Environmental Management 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 consulting engineer
for this project, GODWIN JORDAN TEW & ASSOC 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.
(2
cc: Fayetteville Regional Office
File
Sincerely, La_eil
,apt.cei
Kim H. Colson, P.E., Supervisor
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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