WQ0007803_Application (FTSE)_19930420

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MEMO TO: State Review Group Division of Environmental
Management
FROM: M._JN61and
SUBJECT: Procedure
WQ0007803
,C,olfview 11five
Sewer Extension - Public
Town of Hope Mills
Cumberland County
•
Fayetteville Regional
Office
4/29/93
Date
State Review Group Review
Engineer John Kuske
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
PWC of Fayetteville - Rockfish Creek Wastewater Treatment Plant
2) WWTP design capacity 6_0 MGD
3) NPDES Permit No.: NC0050105 Expiration Date: 05/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning _03/01/92_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: _1,800_GPD
domestic 100% ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 2,266,336 GPD
7) Regional Recommendations: Approval X Denial
MJN/RR/rr
Enclosure

!PIM
APR 221993
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor A. Preston Howard, Jr., P.E.
Jonathan B. Howes, Secretary Director
April 20, 1993
MS ERICKA SANTIAGO
TOWN OF HOPE MILLS
3701 S. MAIN STREET
HOPE MILLS, NORTH CAROLINA 28348
Subject: Application No. WQ0007803
Golfview Drive
Sewers -Public
Cumberland County
Dear MS SANTIAGO:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on April 16, 1993. This application has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Your project has been assigned to John Kuske for a detailed engineering review. A technical
acknowledgement will be forthcoming.
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 Kuske at [phone].
cc:
Sincerely,
NDonald Safrit, .E.
Supervisor, Permits and Engineering Unit
Fayetteville Regional Office
Boney & 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 MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other ): To W n oc Hope Mills
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
EYI ka Gain1-;aTo, Ac-tl.rvi Town Maraaer
3. Mailing Address: 3 701 S• Main S+•
City: 00 et M i I Is State: N G zip: Zs348
Telephone No.: ( 911 ) 4 Z4 - 4 5 5 5
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
&olcvifw Drive- Seiwex Tmprovemiti 6
5. Application Date: 3- IS- 93 6. Fee Submitted: $ 400
7. County where project is located: C U nr1 bt'v ) aMd
11. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): te)000 5 S 2 3
2. Specify whether project is: ✓• 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 ✓ public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)`
.v
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 1 °0 % 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.:
Housts
3.. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: ICI o h f✓
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: I 000 gallons per day
6. Explanation of how wastewater volume was determined:
S 3I31 N outs . 3 O gpd = 1500 9 pcl
IV. DESIGN INFORMATION:
1. Brief project description:
stein .
A Obo f0of S" 9 row' cdw,w
Fay .+}evi I iv
2. Name of wastewater treatment facility receiving wastewater. ROc k;ish
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: bOw d16+1(oom St, J1. 6 ckn-e
Adeg wok,.
2 of 6

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:
Dia. Length Pipe C oMin. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 (obo ?VC O. ai Z. 0. 4% 0.4% Z .0 2.0 72+-
•
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: 34(2 linear feet.
6. This sewer line segment occurs between manhole no. EX . and manhole no.
7. Does the owner/operator have the ability to clean this length? ✓ Yes No.
8. Sewer subject to existing or planned traffic bearing loads? ' Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
M I N) 3(0" V:5 RY
9. Outside drop manholes are provided where invert separations exceed: NIA feet.
10. Identify (by manhole number) those manholes that have drop connections: N 0 N e
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?
On pr yr . 25' sett, 047an +0 lot 111014-4441.
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified?
c) 10 ft horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified?
11 Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(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
/Yes _ No
✓Yes _ No
_Yes .✓No
_ Yes _ No
_Yes _ No N /A
16. Identify (by manhole number) those manholes that are vented: N 0 ✓1 ei
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:
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. Thee copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 1SA 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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GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: SonCy ow% ASSa -, ks , Enc.,.
P.o. Fox 10472
City: Ra I L 13 h State: N G Zip: 2 7(005 — 047 Z '
Telephone No. ci 11 sae- 05
Professional Engineer's Certification:
I, & Ro Bart G rah 6vnn , attest that this application for
raw i.iy SGvNt4 E . 4cMS i er, 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. i vv fit'
Print Name of Engineer R o IO gr t & r
Seal and Signature (specify date):
Applicant's Certification: '90 R�3/ ► i'q 3
e ri ka Sant la90 , attest that this ap i ' • for
&rawi+y Sewtr Ex4ens+4n
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 ._ t a..
Date i/6 93
THE COMPLETED APPLICATION PACKAGE, INCLOI7ING 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
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Sludge > 300 Acres
GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY r1EW APPLICATIONS/ RENEWAL& WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
10,001 - 1,000,000 GPD
Industrial
Domestic/Cooling Water
1,001 - 10,000 GP
Industrial
Domes
<or=1
Single F= �� -� =�� `� $240
Sludge < or = 300 Acres $400
$400
$400
•
$300
$300
$400 $250
$400 $250
$200
$200
$120
$250
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediaiion 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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