WQ0012878_Application (FTSE)_19960912

MEMO TO:
FROM:
SUBJECT:
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State Review Group
Ricky Revels
Environmental Technician
Procedure Four (4)
WQ0012878
Cape Fear Crossing
Sewer Extension - Public
County of Harnett
Harnett County
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Division of Environmental
Management
Fayetteville Regional
Office
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10/04/96
Date
State Review Group Review
Engineer Andy Oakley
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Buies Creek Wastewater Treatment Plant
2) WWTP design capacity 0.5 MGD
3) NPDES Permit No.: NC0030091
4) Compliance Information:
Present treatment plant performance
for previous 112 months - beginning 9/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
7.677 GPD
Expiration Date: 06/30/96
domestic ; industrial ; other 100
6) Volume from previously approved projects not yet tributary
WWTP 0 GPD
7) Regional Recommendations: Approval Denial ____X
RR/rr
Enclosure
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3) NPDES Permit No.: NC0030091 Expiration Date: 06/30/9fi
4) Compliance Information:
Present treatment plant performance
for previous j montfts - beginning 9/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
7.677 GPO
domestic ; industrial _ ; other 100
6) Volume from previously approved projects not yet tributary e,r
WWTP CPO 1�
7) Regional Recommendations: Approval Denial
RR/rr
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�F%3658I SESSION READY FOR INPUTGKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
.I-
PERMIT--NC0O3009i PIPE--00i REPORT PERIOD: 9509-9608 LOC--- E
'ACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5000 CLASS-2
.00ATION--BUIE% CREEK REGION/COUNTY--06 HARNETT
50850 003% 80530 00610 3i616 50068 TGE6C 0O0i0
iONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE FTHD24PF TEMP
IMIT F .5080 F 30.00 F 30.0 NOL F 200.0 NOL NOL NOL
'5/09 .4124 5.50 34.5F i.73 13.6 200.000 25.20
1500 .4578 4.00 5.6 6.02 20.5 2i9.354 i 22.22
15fii .5242F 8.00 3.2 .43 13.4 170.000 i7.83
15/12 .3781 4.66 2.7 .68 19.3 i48.387 i6.90
16/01 .4150 45.54F 5.8 i.9i 26.1 145.161 2 i3.77
16/02 .4623 13.37 5.0 8.09 46.0 189.655 i i4.i3
16/03 .4077 12.25 3.7 12.46 9.8 248.387 iW9
'6/04 .303 7.33 2.8 .99 i8.i 239.333 i 16.66
'6/06 .3331 i7.58 10.3 4.64 21.7 228.666 21.66
0/07 .3378 i0.40 9.0 .48 i2.6 237.09 i 23.74
VERAGE .4099 12.86 8.2 3.74 20.1 202.636 i i8.73
AXIMUM 1.0240 208.00 123.0 20.50 56.0 580.000 2 28.O0
INIMUM .2089 LE%%THAN LE%%THAN LE%%THAN 4.0 100.000 i i0.00
NIT MGD MG/L MG/L MG/L 4000ML UG/L PA%%/FAI DEG.0

, �KEX88/MP.
COMPLIANCE EVALUATION ANALYSIS REPORT
�
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iO/04/96
PAGE 2
PERMIT--NC003009i PIPE--001REPORT PERIOD: 9509-9608 LOC--- E
=ACILITY--BUIE% CREEK WWTP DESIGN FLOW-- .5000 CLASS--2
LOCATION--BUIE% CREEK REGION/COUNTY--06 HARNETT
~
00480 00600 00665
IONTH PH TOTAL N PHO%—TOT
-IMIT 9.0 6.0 NOL NOL
y5/09 6.8-6.4
f500 7.5-6.1 7.8% .4500
f5/11 7.3-6.i
/5/12 6.7-6.i
/6/01 7.0-6.2 i9.300 i.4400
/6/82 6.8-6.3
P6/03 6.9-6.3
/6/04 7.0-6.1 i4.870 .5i00
/6/06 7.1-6.4
16/07 7.2-6.f 8.498 3.6200
\VERAGE 12.615 i.505O
iAXIMUM 7.500 19.300 3.6200
iINIMUM Is 00 7.8i0 .450O
iNIT %U 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
AT7rDA
1:3EHNR
RECEIM
September 12, 1996 SEP 1 0 g^94
MR. RODNEY TART
HARNET COUNTY
WEST DUNCAN STREET
LILLINGTON, NORTH CAROLINA 27546
Dear MR. TART:
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0012878
Cape Fear Crossing
Sewers -Public
Harnett County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 5, 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,
arolyn D. McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
R.L. Horvath Associates
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
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): Cape Fear Crossings, L.L.C.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
Harnett County Utilities
3. Mailing Address: West Duncan Street a`
City: Lillington
State: NC
Zip:: 27546
Telephone No.: C910 ► 89347575
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Cape Fear Crossings, L.L.C.
5. Application Date: July . 1996 6. Fee Submitted: $ 400.00
7. County where project is located: Harnett County
H. PERMIT INFORMATION: p�
1. Permit No. (will be completed by DEM): �QQQ(z774
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 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)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; 100 % 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.:
Shopping Center
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: 7677 GPD gallons per day
6. Explanation of how wastewater volume was determined:
Volume 63,970 SF x 0.12 GPD/SF = 7677 GPD
IV. DESIGN INFORMATION:
1. Brief project description: Shopping Center with 10 retail shops. 1 drugstore
and a Food Lion.
2. Name of wastewater treatment facility receiving wastewater:
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater:

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 NO Min. Max.' Minimum Max. Minimum
(In.) (Lin. Ftj Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8" 684 PVC N .50 2.25 2.44 5.19 36"
NOTE: The minimum velocity must not be Tess 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?
5. Maximum sewer reach length between manholes: 292 linear feet.
6. This sewer line segment occurs between manhole no. 2
and manhole no. 4
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?
Minimium of 36" cover
9. Outside drop manholes are provided where invert separations exceed: 1.5
10. Identify (by manhole number) those manholes that have drop connections: N/A
feet.
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 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?
b) 12 in. vetttical 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
x Yes
— No
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:
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 and 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

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of. Engineering Firm- R.L. Horvath A
P.O. Box 51806
City: Durham,
Telephone No. [phone]
State: NC
27717
Professional Engineer's Certification:
I, Ronald L. Horvath , attest that this application for Cape Fear
Crossings Shopping Center 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. 10376
Print Name of Engineer Ronald L. Horvath
Seal and Signature (specify date):
Applicant's Certification:
Rodney Tart , attest that this application for Cape Fear
Crossings Shopping Center
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
/f7
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
5 of 6

GRAVITY SEWER EXTENSION
PAGE 6 (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
$240 $120
Sludge < or = 300 Acres $400 $250
Sludge > 300 Acres $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.
6 of 6