WQ0009008_Sewer Application_19940218

MEMO TO: State Review Group
Y' P/
FROM: Michael Wicker, WQ
Regional Supervisor
SUBJECT: Procedure Four (4)
WQ0009008
Plaza North Shopping Ctr.
Sewer Extension - Public
City of Rockingham
Richmond County
Division of Environmental
Management
Fayetteville Regional
Office
2 25 94
Date
State Review Group Review
Engineer John Ruske
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Rockingham Wastewater Treatment Plant
2) WWTP design capacity 6_0 MGD
3) NPDES Permit No.: NC0020427
4) Compliance Information:
Expiration Date: 8 31 98
Present treatment plant performance
for previous 12 months - beginning _1 O1 93_
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
i 17- 14
GPD kcc. rti«t c: l0 ;�r o c ;rcl 40,
5-' 58v
domestic _100$_; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP 118,367 GPD
7) Regional Recommendations: Approval X Denial
MW/RR/rr
Enclosure

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
A&4
EDEHNR
l r '
February 18, 1994 a,.. FEB 22 199
MR MONTY CRUMP ENV. MANAGEMENT
CITY OF ROCKINGHAM cA,YETTEViLLE RED,=. O'FlCr
311 E. FRANKLIN STREET
ROCKINGHAM, NORTH CAROLINA 28379
Subject: Application No. WQ0009008
Plaza North Shopping Ctr.
Sewers -Public
Richmond County
Dear MR CRUMP:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on February lb, 1994. 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. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
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].
Sincerely,
yn
cc: Fayetteville Regional Office
Godwin -Jordan & Associates, P.A.
sor, State Engineering Review Group
Pollution Prevention Pcgs
P.O. Box 29535, Raleieh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

So
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 ): City of Rockingham
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): City of Rockingham
3. Mailing Address: 311 East Franklin Stree
City: Rockingham State: NC. Zip: zaai9
Telephone No.: (_ 910 ) 997-5546
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Plaza North Shopping Center
5. Application Date:
7. County where project is located: Richmond
H. PERMIT INFORMATION:
6. Fee Submitted: $ 40_
1. Permit No. (will be completed by DEM):00
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 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 x 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:.100 % Domestic;
% Commercial;
% IndustriM; % 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.:
Food Store and retail shops
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None.
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:
4,006
gallons per day
6. Explanation of how wastewater volume was determined: Water usage records
were used to determine that on an average a 29,000 ft2 Food Lion uses
1900 gallons per day. We have used an estimated water usage or u.lc
gal day ft2 for the phase I shops and future drug store and future shops.
This gives 17,550 ft2 x 0.12 gal/day/ft202106 gal/day. This results in a total
Qf 1900 + 2106 ;.-; 4006 gal/day.
IV. DESIGN INFORMATION:
1. Brief project description: This shopping center consists of a food Lion
anA ac oc ot�� 1 }}gfuture d-U6
2. Name of wastewater treatment facility receiving wastewater: Wastewater of Rockingham
oc inghaent Plant
a. Facility permit no.:
NC 0020427
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: There should not be a problem wi th d uu -
stream sewers as a result of the addition of this sewer flow.
2of6

7
UKAVII T .7�yy�n�/�l�l1J1V1V
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 or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 874 PVC C 0.4% 4.9 2 — 2 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?
5. Maximum sewer reach length between manholes: 390 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. if Sewer what measures
ect to are beng or ing taken o enabanned traffic le the sewers to withstand the loads?
If yes,
Sewer is designed with.stone bedding to springline of pipe and
there is a minimum cover over the pipe of 36" to prevent point loads
on the pipe.
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
3of6

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 distanceb 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 stone sewer or ferrous pipe
sanitary sewer specified? X Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical x
separation (water over sewer) or ferrous pipe specified? _ 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:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
TIIE 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.
4of6

GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm:
P.O. Box 249,
City: Dunn
Telephone No
910-892-5159
Professional Engineer's Certification:
Godwin -Jordan & Associates, P.A.
State: N.C. Zip: 28335
I; ew , attest that this application for
City of Rockingham 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.
Print Name of Engineer Johnny Glenn Tew
Seal and Signature (specify date):
Applicant's Certification:
I Monty Crump
Rockingham
14580
•
Jf45CO n
/
J>
attest that this application for City of
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of tl application are not completed and that if all required supporting
information and attachme s are not included, this application package will be returned as
incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE., INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD RE SENT TO THE FOLLOWING ADDRESS:
NORTII CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE. BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTIi CAROLINA 27626-0535
TELEPHONE NUN113ER: 919/733-5083
5of6

GRAVITY SEWER EXTENSION �►
PAGE 6 (4/91) `
ir
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS WIZHOUT
MODIFICATIONS
MOM11CATIONS
> 1,000,000 GPD
" Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
• Domestic/Cooling Water
$400
$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.
6of6