WQ0009417_Sewer Extension_19940509

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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
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James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary N F3
A. Preston Howard, Jr., P.E., Director
May 9, 1994 MAY I 2 199 • b'I
MR JOE LOFLIN
TOWN OF SAINT PAULS
PO BOX 364
SAINT PAULS, NORTH CAROLINA 28384
Dear MR LOFLIN:
FAYETTEVILLE REG. ofna
Subject: Application No. WQ0009417
Piggly Wiggly
Sewers -Public
Robeson County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 5, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Randy Kepler 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 Randy Kepler at [phone].
cc: Fayetteville Regional Office
Anderson Engineering
Sincerely,
7 (�� r�-/ 4�zz_e_�
Carolyn McC kill
Supervisor, State Engineering Review Group
Pollution Prei,ention Pans
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: r
1. Applicant (corporation, individual, or other): TOWN OF ST . PAULS
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): JOE LOFLIN, TOWN _
ADMINISTRATOR
3. Mailing Address: P.O. BOX 364
City: ST . PAULS State:, NC Zip: 28384
Telephone No.: 9( 10 ) 8 6 5 - 516 4
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
PIGGLY WIGGLY SHOPPING CENTER
5. Application Date: 4/ 2 5/ 9 4
7. County where project is located:
H. PERMIT INFORMATION:
ROBESON
6. Fee Submitted: $ 400.00
1. Permit No. (will be completed by DEM): 6262(�XV417
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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 pen -nit number and issue date
4. Specify whether the applicant is x public or private.
FORM: GSEA 4/91
Page 1 of 6

III. INFORMATION ON WASTEWATER:
GRAVITY SEWER EXTENSION
PAGE 2 (4/91) f
1. Nature of Wastewater.
Industrial;
Domestic; i on % Commercial;
% 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.:
COMMERCIAL 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?
GREASE TRAPS
5. Volume of wastewater generated by this project: 7244 gallons per day
6. Explanation of how wastewater volume was determined: THE DEM MANUAL CALLS
FOR 120 GAL./1000 SF FOR SHOPPING CENTERS. THIS PROJECT
WILL HAVE APPROXIMATELY 60359 SF. (120 GAL./1000 SF X
60359 SF = 7243.08)
IV. DESIGN INFORMATION:
1. Brief project description: INSTALLATION OF +/- 1180 LF OF 8" PVC &
20 LF OF DIP GRAVITY SANITARY SEWER ALONG W/6 MANHOLES AND
5 - 4" SERVICES FOR PHASE I AND 3 - 4" SERVICES FOR PHASE
II TO SERVE THE PIGGLY WIGGLY SHOPPING CENTER.
2. Name of wastewater treatment facility receiving wastewater: TOWN OF ST . PAULS ',,J!A1TP
a. Facility permit no.: NC 0020095
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: SYSTEM ADEQUATE TO RECEIVE ANTICIPA`l'!
FLOWS
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GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
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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" 1180 PVC 0.010 0.40 0.40 2.0 36
8" 20 DIP 0.013 0.40 0.40 2.0 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: 3 3 0 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 2
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?
PRECAST MANHOLES AND TRAFFIC TYPE RINGS AND COVERS
9. Outside drop manholes are provided where invert separations exceed: 2-1/2 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. 10 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:
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 pen -nit 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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A `w-. . w
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Telephone No.
Name and Complete Address of Engineering Firm: ANDERSON ENGINEERING AND ASSOC _ , P.A.
P.O. BOX 1736 , 305 N. CHIPPEWA STREET
City: LUMBERTON State: NC Zip: 28359
[phone]
Professional Engineer's Certification:
I, LARRY W. ANDERSON , attest that this application for PIGGLY WIGGLY
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. 13325
Print Name of Engineer
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Seal and- Signature (specify date):
Applicant's Certification:
I, mF. T,OFT.IN , attest
SHOPPING CENTER
E A L � �,,of `�
13325
.at Misapplication for PIGGLY WIGGLY
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.
1;4Signature Date Q 12 4 / ? 5/Y
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
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UKA V I i 7 Jt: W J-_K LA I LNJ1UN
PAGE 6 (4/91) �c A.
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400
Domestic/Cooling Water $400
10,001 - 1,000,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
1,001 - 10,000 GPD
Industrial
$400
Domestic/Cooling Water
$400
< or = 1,000 GPD and
Single Family Dwelling
$240
Sludge < or = 300 Acres $400
Sludge > 300 Acres $400
Sewer Extensions
(nondelegated) $400
Sewer Extensions
(delegated) $200
Closed -Loop Recycle
or Evaporative $400
$300
$300
$250
$250
$200
$200
$120
$250
$250
0
0
$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.
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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
Mr. Joe Loflin
Town of Saint Pauls
P.O. Box 364
Saint Pauls, NC 28384
Dear Mr. Loftin:
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May 19, 1994
MAYS 20 1994
ENV. MANAGEMENT
FAYETTEVIE. LE REG. 0FF1+1'f
Subject: Application No. WQ0009417
Additional Information Request
Town of Saint Pauls
Piggly Wiggly Shopping Center
Robeson County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following item must be addressed before we can complete our review:
1. Please provide the profiles of all the sanitary sewers with the locations included of the water
mains, storm sewers, etc.
Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before June 18, 1994 will subject your
application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
If you have any questions on this matter, please call me at [phone] ext. 544.
Sincerely,
Randy L .Kepler, Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Anderson Engineering
Permit File WQ0009417
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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