WQ0013163_Application (FTSE)_19961115

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MEMO TO: State Review Group
FROM:
SUBJECT:
Ricky Revels
Environmental Technician IV
R, i L-
Procedure Four (4)
WQ0013163
Park Place Subdivision
Sewer Extension - Public
Town of Angier
Harnett County
Division of Environmental
Management
Fayetteville Regional
Off ice
12/02/96
Date
State Review Group Review
Engineer Andy Oakley
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Angier Wastewater Treatment
2) WWTP design capacity 0.50 MGD
3) Permit No.: NC0082597
4) Compliance Information:
Present treatment plant performance
for previous 1Z months - beginning
Plant
Expiration Date: 3/31/01
9/95
5) Quantity and type of wastewater from proposed sewers:
*9.600 GPD
domestic 100% ; industrial
; other
6) Volume from previously approved projects not yet tributary to
WWTP 10,000 GPD
7) Regional Recommendations: Approval
X Denial
* This flow is going to the town's new NPDES WWTP, which shows a 12
month permitted flow average of .3538 MGD (70.8% permitted flow).
RR/rr

}FE3650I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0082597 PIPE--00i REPORT PERIOD: 9510-9609 LOC--- E
TACILITY--ANGIER WWTP, TOWN OF DESIGN FLOW-- -5800 CLA%9--3
-OCATION--ANGIER REGION/COUNTY--86 HARNETT
50050 0000 00530 0008 006 50060 00300 0800)
4ONTH Q/MGD BOD RE%/T%% NH3-N FEC COLI CHLORINE DO TEMP
'IMIT F .5000 F 12.80 F 30.0 F 2.00 F 200.0 NOL NOL
/5/i0 .5669F 3.25 2.7 .00 23 i8i 8 04 2i 69
1025.0^ ^ ^
-IMIT F .5008 F 24.00 F 30.0 F 4.00 F 200.8 NOL NOL
y5/ii .4296 2.60 2.7 .Oi 3.4 23.684 7.85 i8.03
15/12 .2782 2.25 2.2 .01 3.0 17.368 i0.88 12.5i
�6/0i .3400 2.80 i.7 .0i 2.4 15.789 10.69 10.56
16/02 .3937 5.25 7.6 .23 6.4 K.238 9.7i i0.62
16/03 .3699 4.75 6.7 .00 5.3 16.198 18.29 11.30
'IMIT F .5000 F 12.00 F 30.8 F 2.08 F 200.0 NOL NOL
/6/04 .3672 i.75 .0 .00 3.4 i7.09 9.39 14.80
16/85 .062 2.28 .0 .21 3.9 i7.727 8.34 i9.87
�6/06 .205 2.00 .0 .30 i0.8 i6.080 7.95 23.78
/6/07 .2175 2.80 .0 .00 3.8 16.08 7.63 25.53
16/08 .3343 2.50 .0 .00 2.3 15.989 7.87 24.80
'6/09 .4091 2.75 .0 .12 i.9 17.500 7.84 23.71
/VERAGE .3538 2.90 i.9 .07 5.9 i7.751 8.80 18.i0
|AXIMUM i.0800 9.00 16.0 1.06 688.0 30.000 ii.70 26.50
iINIMUM .0000 LE%%THAN LE%%THAN LE%%THAN LE%%THAN i0.000 7.10 8.00
[NIT MGD MG/L MG/L MG/L 4/i00ML UG/L MG/L DEG.0

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;KEX8B/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
ij/27/96
PAGE 2
PERMIT--NC0082597 PIPE--08i REPORT PERIOD: 900-9609 LOC--- E
7ACILITY--AHGIER WWTP. TOWN OF DESIGN FLOW-- .5000 CLASS--3
'OCATION--ANGIER REGION/COUNTY--06 HARNETT
'
00400 00600 00665 01051
iONTH PH TOTAL N PHO%-TOT LEAD
-IMIT 9.0 6.0 NOL NOL NOL
15/i0 7.0-6.2 1.00 1.6000 6.9000
-IMIT 9.0 6.0 NOL NOL NOL
/5/11 6.8-6.3 1.890 i.1600 .0000
'5/12 6.8-6.2 .500 i.1200 .0008
/6/01 6.9-6.3 i.580 i.2400 .0000
/6/02 6.8-6.1 1.428 .9060 .0000
16/03 6.8-6.i .0000
.IMIT 9.8 6.8 NOL NOL NOL
/6/84 6.9-6.4 .640 i.0300
16/05 7.0-6.4
/6/86 73-6.4
/6/07 6.9-6.4 i3.648 2^7008
/6/08 6.9-6.3
/6/09 6.9-6.3
\VERAGE 2.997 i.3937 i.i500
}AXIMUM 7.i08 13.646 2.7800 6.9008
iINIMUM 6.100 .500 .9860 ' 6.9008
/NIT DU MG/L MG/L MG/L

A tate 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. JEAN J. MATTHEWS
TOWN OF ANGIER
125 N. BROAD WEST STREET
ANGIER, NORTH CAROLINA 27501
Dear MR. MATTHEWS:
LDEHNFl "
November 15, 1996
NOV 21 1995
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0013163
Park Place Subdivision
Sewers -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 13, 1996. This application has been assigned the number listed
Your project has been assigned to Andy Oakley 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 Andy Oakley at [phone] extension 533. If the engineer
is unavailable, 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.
Sincerely,
olyn D.IcCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Diehl & Phillips
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•I L ►4
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
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):
r-:
125 N. Broad West Street Z
3. Mailing Address: � r
City: Angier State: NC 21p: 27501
r`[5
Telephone No.: ( 919 ) 6 3 9 - 2 0 71 = 3 r=
2 r•
4. Project Name (subdivision, facility, or establishment name - should be consistent with; cc)
name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):_�'
project P sP P �
Park Place Subdivision
5. Application Date: 11 / 8 / 9 6 6. Fee Submitted: $ 400.00
7. County where project is located: Harnett
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): k )3000 \ 3 \ C' 3
2. Specify whether project is: xx new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (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
4. Specify whether the applicant is xx public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
N-r , i i
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 1 00 % 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.:
Single family residential 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?
5. Volume of wastewater generated by this project: 9 600
gallons per day
6. Explanation of how wastewater volume was determined:
20 lots X 3 bedrocros/lot X 120 gpd/bedroom = 7,200 gpd plus
5 lots X 4 bedrooms/lot X 120 gpd/bedroom - 2,400 gpd = 9,600 gpd
IV. DESIGN INFORMATION:
1. Brief project description: Construction of approximately 970 LF of
8-inch sanitary sewer with manholes and services
2. Name of wastewater treatment facility receiving wastewater. Town of Angier
a. Facility permit no.: wQ0 0 0 2 6 3 8
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Existing sewers have capacity to
receive wastewater from the proposed project.
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GRAVITY SEWER EXTENSION
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 NCJ Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 642 PVC 0.013 0.40 2.52 >2 <10 36
8 328 DIP 0.013 0.75 0.75 >2 <10 24
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: 328 linear feet.
6. This sewer line segment occurs between manhole no. exist and manhole no. 5
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?
Minimum cover in street/traffic areas is 5 feet.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:
N/A
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GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 1 0 0 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
(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
16. Identify (by manhole number) those manholes that are vented:
N/A
17. Does this project involve any stream crossings? _ yes X 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: N/A
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, 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 an:' the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. 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.
e. 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.
4 of 6

Name and Complete Address of Engineering Firm:
219 East Chatham Street, Suite 204
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Diehl & Phillips, P.A.
City: Cary State: NC Zip: 27511
Telephone No. 91 9- 4 6 7- 9 9 7 2
Professional Engineer's Certification:
I, Alan R. Keith , attest that this application for
Park Place Subdivision 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. 1 3371
Print Name of Engineer Alan R. Ke4
% Vik. CAROI"'
�IctO SS 4
SEAR
s 13371
19% "r aNk„0"1"
, attest that this application for
Seal and Signature (specify date):
Applicant's Certification:
I,• `-4--0-14.,
Park Place Subdivision
G A
/o/r,
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all requirgd' •44his application are not completed and that if all required supporting
information p a 14n6t are not included, this application package will be returned as
incomplete • 4 s
Signature =
>71,• Date //-(-9'
1:04,19 ►1 Q==C9it�Av
•. COMPLET IIPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INF411 S . 4 ERIALS, 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
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