WQ0012158_Application (FTSE)_19960313

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MEMO TO: State Review Group
FROM: Ricky Revels RA:4 4"' -
Environmental Technician
SUBJECT: Procedure Four (4)
WQ0012158
CDBG/Business NC Hwy 211
Sewer Extension - Public
Town of Bladenboro
Bladen County
Division of Environmental
Management
Fayetteville Regional
Office
3/19/96
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 Bladenboro Wastewater Treatment Plant
2) WWTP design capacity Q.SQ MGD
3) NPDES Permit No.: NC0026352
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 2/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
5,544 GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 7.920 GPD
7) Regional Recommendations: .Approval
RR/rr
Expiration Date: 12/31/99
X Denial

GKEX88/MP ^ ^ 1 . 03/19/96
COAPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NC0026352 PIPE--00i REPORT PERIOD: 9502-9601 LOC--- E
FACILITY--BLADENBORO WWTP, TOWN OF DESIGN FLOW-- .5000 CLA%%--3
LOCATION--BLADENBORO REGION/COUNTY--06 BLADEN
50058 0000 08530 80610 006 50060 00300 TGP3B
MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT F .5000 F 28.00 F 30.0 F 8.80 F 280.0 NOL NOL NOL
95/02 .438i 5J3 9.5 i.4i i7.8 .096 i0.89 i
95/03 .3628 6.06 2.5 .70 47.5 .i4i 10.39
LIMIT F .5000 F iO.00 F 30.0 F 4.00 F 200.O NOL NOL NOL
95/04 .2594 4.0 2.2 1.64 i.2 .i93 10.12
95/O5
.2507 4.7i
2.5
.87
.O .09 i8.04
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95/06 .3711 7.66 6.5 .65 2.6 .i30 9.93 i
95/07 .5284F 4.65 3.i i.i4 6.3 .122 8.94
95/88 .3328 4.38 i.4 .42 2.i .187 9.56 i
95/09 .2854 3.0 2.8 .50 2.0 .i80 i0.48
95/iO .2905 2.49 2.3 .24 K4 .232 i0.49
LIMIT F .5000 F 20.00 F 30.0 F 8.00 F 200.8 NOL NOL NOL
95/11 .3575 3.10 .3 .38 i.5 .173 i0.76 2
95/12
.66/0
96/01 .3874
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2.53
5.4
.235
i.2 .i6i
ii.22 1
i0.54
AVERAGE .358i 4.24 3.5 .79 7.0 .i72 10.28 i
MAXIMUM i.iO20 16.40 36.5 4.70 6400.0 .480 12.50 2
MINIMUM .1960 LE%%THAN LE%%THAN LE%%THAN LE%%THAN LE%%THAN 7.50 i
UNIT MGD MG/L MG/L MG/L 4/i80ML MG/L MG/L PA%%/FAI

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
°
`
O3/i9/96
PAGE 2
PERMIT--NC0026352 PIPE--00i REPORT PERIOD; 9502-9601 LOC--- E
FACILITY--BLADENBORO WWTP, TOWN OF DESIGN FLOW-- .5000 CLASS--3
LOCATION--BLADENBORO REGION/COUNTY--06 BLADEN
000i0 00400 00556 08600 00665
MONTH TEMP PH OIL-GR%E TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL
95/02 11.30 8.7-6.9 2.541
95/03 15.73 7.8-6.9 2.642 7.800 .3200
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL
95/04 18.65 7.6-6.6 2.525
95/85 23.56 7.1-6.2 3.385
95/06 24.45 7.i-6.3 3.046 9.300 .8500
95/07 27.90 7.2-6.2 2.841
95/08 26.13 7.2-6.5 3.066
95/09 20.25 7.1-6.5 5.641 11.308 .7700
95/i0 i9.54 7.i-6.5 7.784
LIMIT NOL 9.0 6.O F 30.080 NOL NOL
95/ii 13.85 7.1-6.3 3.271
9502 8.i5 7.2-6.7 2.583 11.500 .78O0
96/01 6.77 7.2-6.5 1.928
AVERAGE 18.02 '- 3.437 9.975 .6800
MAXIMUM 30.00 8.700 33.288 11.500 .8500
MINIMUM 4.00 6.200 1^000 7.800 .3200
UNIT DEG.0 %U MG/L MG/L MG/L

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
March 13, 1996
MS. ALISON C. COPE
TOWN OF BLADENBORO
PO BOX 455
BLADENBORO, NORTH CAROLINA 28320
Dear MS. COPE :
� --�NFl
li4d
WiR 15 1996
ENV. MANAGEMENT
FAYETI-EVILLE REG. OFFICE
Subject: Application No. WQ0012158
CDBG/Business NC Hwy 211
Sewers -Public
Bladen County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 11, 1996. This application has been assigned the number listed above.
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 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,
Carolyn D. McCaskill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
Koonce, Noble & Assoc., Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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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 Bladenboro _.y;
2. Print Owners or Signing Official's Name and Title (the person who is legally ca c
rn
responsible for the facility and its compliance): Alison C. Cope, Town Administrator
3. Mailing Address: P.O. Box 455
City: Bladenboro
State: N.C. Zip: 28320
Telephone No.: ( 910 ) 863-3738
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Sanitary Sewer Extension for the Town of Bladenboro - Business N.C.
Highway 211 East - CDBG 95-C-0107
5. Application Date: March 4, 1996 6. Fee Submitted: S400.00
7. County where project is located: Bladen
IL PERMIT INFORMATION: �,
1. Permit No. (will be completed by DEM): LoQ ()0 t�-1 S
.ff)
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pas. 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 x
public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSIQN
PAGE 2 (4i91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater 100 % Domestic;
% Commercial:
% Industrial; % Other waste (specify):
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 Dwellings
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: Only normal domestic levels are anticipated
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Wastewater is domestic in nature. No pretreatment required.
S. Volume of wastewater generated by this project: 5544 gallons per day
6. Explanation of how wastewater volume was determined:
The proposed number of
services was multiplied by the estimated average flow of each service.
See calculations
IV. DESIGN INFORMATION:
1. Brief project description: This project is designed to provide sewer service
to 14 single family dwellings via 915 1.f. of 8" PVC pipe and 20 1.f.
of 8" ductile iron pipe.
2. Name of wastewater treatment facility receiving wastewater. Bladenboro Wastewater
Treatment Plant
a. Facility permit no.: NC0026352
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater. This project discharges into an existing 8"
gravity sewer. The existing gravity line can accommodate the
estimated flow generated by the proposed extension.
2 of 6

GR.AVITY SEWER EXTENSION
PAGE 3 (1/91)
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: 0.011
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 915 PVC 0.011 0.25 0.25 2.05 2.05 36
8 20 DI 0.011 0.25 0.25 2.05 2.05 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: 251 linear feet.
6. This sewer line segment occurs between manhole no. 3 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?
A minimum of three feet of cover is provided under all road crossings;
and steel casing, installed by boring, is provided under Business N.C. 211.
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
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GRAVITY SEW ER -Xr NS OtN
PAGE 4 (4/9
11. Ntaximum allowable infiit:-ationiext l.-ration test rate:
Note: not exceed 200 GPD/ pipe dia. in./ mile. 10o GPI :ioe : ia. in./ mile.
12. Minimum. separation distances as shown on the plans or addressed in :.e specifications:
a) 100 ft. horizontal separation from wells or other water supplies' _ Yes x No *Bee Note
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. ver dcal
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 :food 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 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 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.
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*NOTE: Existing wells with less than 100 feet horizontal separation from
sanitary sewer main shall be properly abandoned in accordance with the procedur
specified by N.C. DEM Rule .0113a, parag. 2, Abandonment of Wells.

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Koonce, Noble and Associates, Inc.
208 East 5th Street
City: Lumberton State: N.C. Zip: 28358
Telephone No. 910-738-9376
Professional Engineer's Certification:
I Sam R. Noble, Jr. , attest that this application for Sanitary Sewer Extension
for the Town of Bladenboro, Business 211
East, CDBG 95-C-0107 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. 10969
Print Name of Engineer
Sam
R.
Noble,
Jr.
Seal and Signature (specify date):
Applicant's Certification:
I, Alison C. Cone, Town Administrator, attest that this application for Sanitary Sewer
Extension for the Town of Bladenboro -Business N.C. 211 East - CDBG 95-C-0107
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 ( attachments are npt included, this application package will be returned as
incomplete.
Signature 7iCil rY1
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING -
INFORKATION 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 rXTENSION
PAGE 6 (4/912
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 S300
Domesdc`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 S200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$240
$400
$120
S250
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
$200 0
S200
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.
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'KOONC€, NOBLE & ASSOC., INC. • CONSULTING ENGINEERS • LUMBERTON, N. C.
CALCULATIONS • DATA • NOTES • REPORTS
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208 EAST FIFTH STREET • P. O. BOX 1027 • LUMBERTON, N. C. 28358 • [phone] • FAX [phone]