WQ0011524_Application (FTSE)_19960604

FRo
MEMO TO: State Review Group
FROM: Ricky Revels kljt
Environmental Technician IV
SUBJECT: Procedure Four (4)
WQ0011524 (Modification)
Trailer Park/Collection Pk
Sewer Extension - Public
Town of Spring Lake
Cumberland County
Division of Environmental
Management
Fayetteville Regional
Office
6/24/96
Date
State Review Group Review
Engineer Bob Teulings
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Town of Spring Lake Regional WWTP
2) WWTP design capacity 1_5 MGD
3) NPDES Permit No.: NC0030970 Expiration Date: 5/31/96
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 5/95
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 68,400 GPD
domestic 100%o ; industrial ; other
6) Volume from previously approved projects not yet tributary
WWTP GPD
to
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure
cc: Bob Teulings, Construction Grants & Loans

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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
June 4, 1996
MR. RICHARD HIGGINS .y
TOWN OF SPRING LAKE r
POBOX617
SPRING LAKE, NORTH CAROLINA 28390 U` ,
Dear MR. HIGGINS:
5-,fpuo3
-0 7 1996
ENV. MANAGEMENT
FAYETTEVILLE REG. OFFICE
Subject: Application No. WQ0011524
Trailer Park/Collection Pk
Sewers -Public
Cumberland County
The Division's Permits and Engineering it acknowledges receipt of your permit application and
supporting materials on June 4, lication has been assigned the number listed above.
q►9) 1(5- 1,1°3
Your project has been assign- a detailed engineering review. Should there be any
questions concerning your project, t e - • - - 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 Cecil Madden at [phone] extension n/a. 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.
(' i1) '715'622'
o Cecil Madden fo
Carolyn D. McCkill
Supervisor, State Engineering Review Group
cc: Fayetteville Regional Office
MacConnell & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

6. County where project is located:
I1. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
•
I. GENERAL INFORMATION:
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Town of Spring Lake
.... •-u�•. UL l.vl u1 '.arolina
. Dep,artment of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application ;,,�' � 1 T(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN OR1 EM k
GRAVITY SEWER EXTENSION •'e 4 !
PUMP STATIONS, AND PRESSURE SEW
ik"!K mow':; k, !i.oS ±foCi10N
DEMEr115
2. Print Owners or Signing Official's name and title (the person who is legally
Mr. Richard Hig Y responsible for the facility and its compliance):
ggins-- Town Supervisor/Billy H. Manning, Mayor
3. Mailing address: Town of Spring T.akP P.O. Pr r 617
City: Spring Lakc
Telephone Number. ( 910 ) 4 3 6— 0 2 41
State:North Carolina Zip; 28390-0617
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Spring Lake Wastewater Collection System Expansion (Project# E—SBF—T-
5. Application Date: 5/ 2/ 9 6 6. Fee Submitted: S$ 4 0 0 9 5— 0 0 2 7)
Cumberland County
2. Specify whether project is:
t()606 1 r sa•Y
new; X modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number WQ 0011524 and the issue date January 31 , 1996
4. Specify whether the applicant is X ublic or
P private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % 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,
cornmercial,industrial, apartments, etc.: Subdivision, Trailer Park
3. Indicate any parameter(s) (and their 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? Is Domestic in Origin
FORM: GSPSA 11/93 Page 1 of 8

•
5. If a pretreatment permit is required, has one been issued? Yes
No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued: Not required
6. Volume of wastewater generated by this nmirrr 68,400
gallons per clay.
7. Exnlanation of how wastewater volume was determined:
'285 (units) x 240gpd = 68,400 gpd
IV. DESIGN INFORMATION:
1. Brief project description: Modification of existing Permit. Additional
Pump station & Force main. Information for subsequent questions
on pages 2 3 can be found on original permit.
2. Name of wastewater treatment facility receiving wastewater
a. Facility Permit Number:
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream:
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
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?
Maximum
Velocity
(fps)
Minimum
Cover (in)
FORM: GSPSA 11/93 Page 2 of 8

5. Maximum sewer reach length between manholes: linear feet.
6. This sewer line segment occurs between manhole no. and manhole no.
7. Does the owner/operator have the ability to clean this length? Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers 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?
9. Outside drop manholes are provided where invert separations exceed: feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections:
11. Maximum allowable infiltration/exfiltration test rate: GPD/pipe diameter inch/mile of r p'pe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment (This section must be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? Yes No
13. Are manholes subject to flooding? Yes No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented:
15. 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:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe be specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both
the 25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
.16. Sewers may not be installed in WS-I watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes No.
17. Miscellaneous comments:
FORM: GSPSA 11/93 Page 3 of 8

V . PUMP STATION INFORMATION
1. Pump Station No. or Name: S • Lake Pump #
(A separate sheet 4 of 8 should be submitted for each pump station)
2. Name of closest downslope surface waters: See original permit.
3. Classification of closest downslope surface waters:See original
Commission & specified on sheet 5 of 8 of this application). (as established by the Environmental Management
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surface waters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. Portable Generator
5. What size pumps are provided: 160, 6 HP
GPM; and how many? 2
6. What is the design total dynamic head? 41 feet
7 How many pumping cycles will occur at average daily flow? 7 cycles per hour.
NOTE: 15A NCAC 2H .0219 (h)(2) requires 2 to 8 pumping cycles per hour be achieved at average daily flow.
8. The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items have been provided in the design plans/specifications:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well X
Check Valves and Gate Valves X
Security Fencing X
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm (one choice may be specified) X Audible and Visual
X
X
X
X
9. Summary of fnrrP mein rn y,p „o , a i ..•
X
X
Auto Dialer
---
L„.. f,..,..LL v, yr waine[er size ana pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
4
744
PVC
245.8
222.5
4.08
4.08
36
10. Are air release valves provided at all high points along the force main (must be provided where the elevation difference
exceeds 10 feet)? yes X no
11. Is pump station subject to flooding? yes X
no. If yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
13. Are there existing or planned pump stations downstream of this station? Yes X No. If yes, the engineer shall
evaluate the ability of those pump stations to adequately handle the subject flows and shall include that evaluation as an
attachment to this application.
FORM: GSPSA 11/93 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form, with items 1 through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipality, corporation, individual, etc.): Town of Spring Lake
2. Name& complete address of engineering firm: MacConnell & Associates, P.C.
P.O. Box 3096
Cary, North Carolina 27519
Telephone number. ( 919 )
3. Project name:
467-1239
Spring Lake Wastewater Collection System Expansion
4. Name of closest downslope surface waters: See Original Application
5. County(s) where sewers and surface waters are located: Cumberland
6. Map name and date: See original application
7. NC Professional Engineer's Seal, Sign,wrigNwilp
E AL
17069r
4VIN • c��
TO: REGIONAL WATER QoMx
�NIIa>�O/4f su
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment
Name of surface waters: Lift, t IZ; ►I a 'r
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable: N%14
Signature of regional office personnel:
(AU attachments must be signed)
FORM GSPSA 11/93 Page 5 of 8
Date:

8•
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 one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
•
b. Two (2) 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. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
c. Two copies of all calculations, including pump selection, friction calculations, cycle time, pump curves (including system
curves applicable with one pump running, two pumps running, three pumps running, etc.), and evaluation of downstream
pump stations. These items must be submitted under the signature and seal of the NC Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S400. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is $200. Name changes without other modifications are S100.
e. 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.
f. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
A properly executed Operational Agreement (original and one copy - form provided by DEM) 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.
h. The downslope surface waters classification must be determined by the appropriate DEM regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application package may then be submitted to Water Quality Permits and Engineering Unit.
i• A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSPSA 11/93 Page 6 of 8

Telephone Number. ( 919
Name and Complete Address of Engineering Firm: MacConnell & Associates, P.C.
P.O. Box 3096
City: Cary State: North Carolina Zip: 27519
467-1239
Professional Engineer's Certification:
Gary S. MacConnell Pump Station & Force Main
, attest that this application for
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 Seal, Signature, and Date:
Applicant's Certification:
a t%%�
I' ' ..? 00 •:7;A`' jg,_ ', attest that this application for
has been reviewed by ��i acctclap ' omplete to the best of my knowledge. I understand that if all r
application are not codi toII and that if ail• uted supportingsquired proms
will be returned to mQaiSitj•col� information and attachments are not included, this application package
•
•
(ti
yciL
Date .3"_ 96
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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPSA 11/93 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodf-in Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Bladen
Cumberland
Hamett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bettie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquirnans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Cabarrus
Catawba
Gaston
Iredell
Lincoln
Mecklenburg
Rowan
Stanly
Union
Cleveland
FORM: GSPSA 11/93 Page 8 of 8
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Durham
Edgecombe
Franklin
Granville
Halifax
Johnston
Lee
Nash
Northampton
Orange
Person
Vance
Wake
Warren
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender