WQ0010096_Sewer Extension_19941006

MEMO TO: State Review Group
FROM: Ricky Revels h ez. *�
Environmental Technician VI
SUBJECT: Procedure Four (4)
WQ0010096
Freeman Investments
Sewer Extension - Public
City of Lumberton
Robeson County
Division of Environmental
Management
Fayetteville Regional
Office
11104194
Date
State Review Group Review
Engineer Buzz Crosby
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
City of Lumberton Wastewater Treatment Plant
2) WWTP design capacity 10.0 MGD
3) NPDES Permit No.: NCO024571 Expiration Date: 08 31 ??
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 9193
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers: 8.200 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,113,462 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure

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iO08/94
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE i
PERMIT--NC0824571
PIPE--001
REPORT
PERIOD:
9309-9408
LOC---E
FACILITY--LUMBERTON
WWTP.
CITY OF
DESIGN FLOW--
iO.00O0
CLASS--4
LOCATION--LUMBERTON'
REGION/COUNTY--O6
ROBESON
50050
00340
00530
0808
31616
50060
00300
TGP31-(
MONTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT
FiO.0008 F
23.08
F 30.8
7.00
F 1000.0
NOL F
5.08
93/09
6^8933
3.24
9.9
.14
i.8
.398
6.90
LIMIT
Fi0.0000 F
23.00
F 38~0
7.00
F i000.8
NOL F
5.00
NOL
93/18
5.029
2.49
3.9
.06
4.0
.482
7.45
LIMIT
Fi8.0000 F
30.00
F 30.8
NOL
F 1000.8
NOL F
5.00
NOL
93/11
5.6266
4.54
18.3
2.21
2.7
.608
7.61
i
9302
5.8096
4.71
17.4
1.87
2.4
.865
7.80
94/81
6.5290
6.29
17.2
.82
19.7
.549
7.80
94/02
6.2071
4.73
12.2
.20
18.8
.565
7.00
i
94/03
7.i645
4.86
i2.i
.28
5.O
^06
7.2i
LIMIT
FiO.0000 F
23.00
F 30.0
7.00
F iO00.0
NOL F
5.00
NOL
94/04
5.7500
4.40
5°i
.i2
22.8
.432
7.35
94/05
5.4032
3.90
3.7
.28
i4.O
7.23
i
94/06
6.000
3.60
5.8
.i9
7.9
7.88
94/07
6.0354
4.75
18.7
.20
W.7
6.76
94/08
6.9096
3.00
5.9
.35
i6.2
6.44F
i
AVERAGE
6.i459
4.20
iO.i
.56
10.4
.576
7.21
i
MAXIMUM
10.0000
10.60
223.3
14.20
2500.0
1.900
iO.20
i
MINIMUM
2'4000
.89
.3
00
LE%%THAN
°i90
4^90
i
UNIT
MGD
MG/L
MG/L
MG/L
0008ML
UG/L
MG/L
PA%%/FAI

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iO/i8/94
COMPLIANCE EVALUATION
ANALYSIS
REPORT
PAGE 2
PERMIT--NC0024571
PIPE--80i
REPORT
PERIOD:
9309-9408
LOC---
E
FACILITY--LUMBERTON
WWTP,
CITY OF
DESIGN FLOW-- i0.8000
CLASS--4
LOCATION--LUMBERTON
REGION/COUNTY--06
ROBESON
00048
08400
00600
00665
0027
0034
01042
Oi05i
MONTH
TEMP
PH
TOTAL N
PHO%-TOT
CADMIUM
CHROMIUM
COPPER
LEAD
LIMIT
NOL
9.0 6.8
NOL
NOL
NOL
NOL
93/09
27.40
7.7-6.5
7.190
2.4500
.8000
.0400
LIMIT
NOL
9.O 6.0
NOL
NOL
NOL
NOL
9300
24.06
7.7-7.O
5~480
i.730O
.0000
^0600
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
93/11
0.70
7.4-7'9
5.270
.9400
.0000
.0600
93/12
18.83
7.6-6.8
4.i20
1.8300
.0000
.8550
94/01
16.72
7.8-6.8
4.500
2.5988
.0000
.0300
94/02
18.35
7.7-6.9
iO.900
i.i700
.0008
.0350
94/03
19.i9
7.8-6.7
2.00
1.2308
.0000
.0400
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
94/04
0.53
7.6-6.9
5.560
.9500
.0000
.0300
94/85
23.03
7.5-6.8
4.570
5.2000
.0000
.0350
94/06
25.56
7.5-6.6
3.280
2.4500
.0080
.0300
94/07
26.48
7.3-6.5
9.790
1^0200
.0030
.0205
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
94/08
26.4i
7.5-6.8
1.940
.7700
.0000
.0008
.0220
.0000
AVERAGE
22.43
______
5.458
1.8608
.0000
.0002
.0361
.0000
MAXIMUM '
38.00
7.800
1O.900
5.3000
_______
.0060
.0600
_------
MINIMUM
iK58
6.500
1.940
.7700
________
________
.Oii0
__------
UNIT
DEG.0
%U
MG/L
MG/L
UG/L
UG/L
UG/L
UG/L

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JKEX88/HP 10/18/94
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--MCO82457i PIPE--00i REPORT PERIOD: 9309-9408 LOC--- E
FACILITY--LUMBERTON WWTP, CITY OF DESIGN FLOW-- iO.o000 CLASS--4
LOCATION--LUMBERTOM REGION/COUNTY--06ROBESON
0067 01092
MONTH NICKEL ZINC
NOL
93/89 .0950
LIMIT
NOL
93/10
.0688
LIMIT
NOL
93/11
.8550
93/12
.O600
94/01
.i288
94/02
.0500
94/03 .0450
LIMIT NOL
94/84 .1908
94/85
.8900
94/06
.1250
94/07
.0825
LIMIT
NOL
NOL
94/08
.0035
.0700
AVERAGE
.0035
.0868
MAXIMUM
.0078
.i900
MINIMUM ______
.0250
UNIT
UG/L
UG/L

"State Of North Carolina
Departmer)t of Environment,
i icaiti i and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
ffll!�VA
IqT 0 0
�EHNF1
,A
October 4, 1994 f OCT 6 1994
MR ROBERT W. HITES ENV• MANAGEMENT
CITY OF LUMBERTON FAYETTEVILLE REG OFFICF
PO BOX 1388
LUMBERTON, NORTH CAROLINA 28359
Subject: Application No. WQ0010096
Freeman Investments
Sewers -Public
Roberson County
Dear MR HITES:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 4, 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 Buzz Crosby 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 Buzz Crosby at [phone].
cc: Fayetteville Regional Office
Anderson Engineering
incerely,
Carolyn 1Caskill
Supervis r, State Engineering Review Group
Pollution Prevention Pays
P.G. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

- 1 4.
- �.surr.
- State of North Carolina
Department of Environment, Health, and Natural Resources
'Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR US$ AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): CITY OF LUMBERTON
2. Print Owners or Signing .Official's Name and Title (the person who is legally
responsible for the facility and its compliance): ROBERT W. HITES, JR.., CITY
MANAGER
3. Mailing Address• P.O. BOX 1388
City: LUMBERTON State: NC Zip: 28359
Telephone No.: ( 910 ) 6 71- 3 8 6 0
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 IMPROVEMENTS FOR FREEMAN INVESTMENTS, INC.
5. Application Date: 9 /2 0 / 9 4
7. County where project is located:
II. PERMIT INFORMATION:
ROBESON
6. Fee Submitted: $ 4 0 0.0 0
5
_ r
1. Permit No. (will be completed by DEM): LAD 6) 0 D 10 0
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (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: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2_(4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. /O0 % 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.:
OFFICES /;WAREgMSES .
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?
N/A
5. Volume of wastewater generated by this project: 4� 8 2 0 0 gallons per day
(FUTURE DEVELOPMENT)
6. Explanation of how wastewater volume was determined: 12 0 - GPD / 10 0 0 SF
FOR NON -WAREHOUSE FACILITIES AND 250 GPD/URINAL OR WC FOR
WAREHOUSE FACILITIES. TOTAL SF OF NON -WAREHOUSE FACILITIES
25,500 SF,TOTAL OF 4 (URINALS OR WC) FOR WAREHOUSE FACILITIES.
FUTURE DEVELOPMENT FLOW WAS CALCULATED BY DOUBLING PHASE I
DEVELOPMENT DAILY FLOW.
IV. DESIGN INFORMATION:
1. Brief project descripplion: PROJECT WILL CONSIST OF APPROX. +/- 677 LF OF
6" PVC SANITARY SEWER, +/- 1222 LF OF 8" PVC SANITARY SEWER, +/-
760 T F GE i" FORCE MAIN aNn 4 LIFT STATION THE WILL
SERVE FREEMAN INVESTMENTS, INC.
2.
Name of wastewater treatment facility receiving wastewater: LUMBERTON WWTP
a. Facility permit no.:
NC 0024571
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: SYSTEM ADEQUATE TO RECEIVE
ANTICIPATED FLOWS
2 of 10 ,_

GRAVITY SEWER EXTENSION & PUMP STATION
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: N
Dia. Length Pipe C or® Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
6 677 PVC 0.009 0.6 1.0 2.0 4.08 36 PRIVATE)
8 1222 PVC 0.009 0.4 0.4 2.0 3.10 36 PUBLIC)
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: 4 9 4 linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no. 7
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 & COVERS ALONG WITH
STONE BEDDING AND SELECT BACKFILL IN TRENCHES
9. Outside drop manholes are provided where invert separations exceed: 2 112 feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3of10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
I I . Maximum allowable infiltration/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 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 firom 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:
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:
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
LUMBER RIVER
3. Classification of closest downslope s'6rfade waters: CSW (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pub station could impact waters classified as WS, SA, B, or
SB, describe which of "the measures arebging implemented to prevent such impact, as
required in 15A NCAC �H,.0200: NI
5. What size pumps are provided?
6. How many pumps are provided?
2
46
7. What is the maximum capacity of the pump station?
8. What is the design total dynamic head?
21.2
8200
GPM
GPD
feet
9. How many pumping cycles will occur at the design flow rate? 2.19 cyycles n�eerhour ( PHASE I
�O�YCLESIHOUR (FUTURE
10. Check if provided at pump station: DEVEOP .
Alternate Power Source (F rXA e 4W0 X
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light 4
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm X Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter. Length
Pipe
High
Low
Minimum
Maximum
Minimum
(Inches) � ' (Linear Ft)
Material
Elevation
Elevation
Velocity(fps)
Vel.(fps)
Cover (in)
3 760
PVC
115.20
100.90
2.00
3.00
36
12. 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
13. Is pump station subject to flooding? yes X no. If yes, what measures are
being taken to protect.against flooding?
14. If subject 1to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? X yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. Aft downs*.rcam Sys+wws ara.. c� �-fe �o handLt
M+Tc; pA+mot •f low s

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: - L %+Kb e-r R•ye-r
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: C. Sw
Signature of regional office personnt: Date: g (. q'i
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). 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 subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
il ,
1. Applicant (corporation, individual, or other): CITY OF LUMBERTON
2. Name and Complete Address of Engineering Firm: ANDERSON ENGINEERING &
ASSOCIATES, P. A., P.O. BOX 1736, 305 N. CHIPPEWA STREE
City: LUMBERTON,•, State: NC zip; 28359
Telephone No. (910) 6 71- 9 5 3 0
3. Project Name: SANITARY SEWER IMPROVEMENTS FOR FREEMAN INVESTMENTS, INC.
4. Pump station design flow:
8200
GPD; 5.70 GPM
5. Name of closest downslope surface waters: LUMBER RIVER &oy*sJMM o f r�5�
6. County(s) where project and surface waters are located:
ROBESON
7. Map name and date: USGS NORTHWEST LUMBERTON, 1972
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer
LARRY W. ANDERSON
10. Seal and Signature (specify date):
13325
SEAL i
13325�1 •
NitI: , S6 of 10
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DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Wamn
Haywood Transylvania
Ganes Tyrrell
Lee Wilson
HaxWson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3845
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Braden Robeson
Cabarrus Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett Sampson
Gaston Union
Duplin
Hoke Scotland
well Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sur y
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
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, details on the pump station, 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. Three 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 North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(cx5).
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. 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.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: ANDERSON ENGINEERING & ASSOC., P.A. ,
P.O. BOX 1736, 305 N. CHIPPEWA STREET,
City: LUMBERTON State: NC Zip: 2 8 3 5 9
Telephone No, (910) 6 71- 9 5 3 0
Professional Engineer's Certification:
I, LARRY W - ANDERSON , attest that this application for SANITARY SEWER
IN
IMPROVEMENTS FOR FREEMAN INVESTMENTS ;na3 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 Engineers Registration No. 13325
Print Name of Engineer LARRY W . ANDERSON , P . E .
Seal and Signature (specify date):
Applicant's Certification:
�E
.• % •.
9'
SE Al •
l�
13325 �� •
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.
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
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
► 111 111 Hi
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.
10 of 10

.rsr"'r•
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(PHIS FORM MAYBE PHOTOCOPIED FOR USE. AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): CITY OF LUMBERTON
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): ROBERT W. HITES, JR.., CITY
MANAGER
3. Mailing Address: P.O. Box 1388
City. LUMBERTON State: NC Zip: 28359
Telephone No.: ( 910 ) 6 71- 3 8 0 0
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 IMPROVEMENTS FOR FREEMAN INVESTMENTS, INC.
5. Application Date: 9 /2 0 / 9 4 6. Fee Submitted: $ 4 0 0.0 0
7. County where project is located: ROBESON
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): on ( o oz::�) Cp
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature '
(on pg.9). Submit only pgs. 1, 2, 9 (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: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2.(4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. /O0 % Domestic; % Commercial;
R'o 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.:
OFFICES
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?
N/A
5. Volume of wastewater generated by this project: 4100 & 8200 gallons per day
(FUTURE DEVELOPMENT)
6. Explanation of how wastewater volume was determined: 12 0 GPD / 10 0 0 SF
FOR NON -WAREHOUSE FACILITIES AND 250 GPD/URINAL OR WC FOR
WAREHOUSE FACILITIES._ TOTAL SF.OF NON -WAREHOUSE FACILITIES
25,500 SF,TOTAL OF 4 (URINALS 0R-WC) FOR WAREHOUSE FACILITIES.
FUTURE DEVELOPMENT FLOW WAS CALCULATED BY DOUBLING PHASE I
DEVELOPMENT DAILY FLOW.
IV. DESIGN INFORMATION:
1. Brief project description: PROJECT WILL CONSIST OF APPROX. +/- 677 LF OF
6" PVC SANITARY SEWER, +/- 1222 LF OF 8" PVC SANITARY SEWER, +/-
790 IN OF 3" FnRCF MAIN nun A LIFT STATION T8E PROJECT WILL
SERVE FREEMAN INVESTMENTS, INC.
2. Name of wastewater treatment facility receiving wastewater. LUMBERTON WWTP
a. Facility permit no.: NC 0024571
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: SYSTEM ADEQUATE TO RECEIVE
ANTICIPATED FLOWS
2 of 10 ,_

GRAVITY SEWER EXTENSION & PUMP STATION
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: N
Dia. Length Pipe C or® Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity(fps) Vel.(fps) Cover (in)
6 C77 PVC 0.009 0.6 1.0 2.0
.8 1222 PVC 0.009 0.4 0.4 2.0
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4.08 36 PRIVATE)
3.10 36 PUBLIC)
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: 4 9 4 linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no. 7
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 & COVERS ALONG WITH
STONE BEDD-TG AND SELECT BACKFILL IN TRENCHES
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
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 10 0 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 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:
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:
4 of 10

• GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
• V.'PUMP STATION INFORMATION
1. Pump Station No.: 1 (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: LUMBER RIVER
3. Classification of closest downslope surface waters: C5W (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this purrip station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are bring implemented to prevent such impact, as
required in 15A NCAC 2H;.0200: NZA
5. What size pumps are provided?
6. How many pumps are provided? 2
46
7. What is the maximum capacity of the pump station?
8. What is the design total dynamic head?
0
10.
21.2
8200
GPM
GPD
feet
How many pumping cycles will occur at the design flow rate? 2.19 cyycles veer hour ( PHASE I
-3707CYCLESIHOUR (FUTURE
Check if provided at pump station: DEVEOP .
Alternate Power Source 0.%Z ok-e e.g4)
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm X Audible and Visual
11. Summary of force main (by diameter size and pipe material):
Auto Dialer
piameter ,Length Pipe High Low Minimum Maximum Minimum
(Inches) � � (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
3 760 PVC 115.20 100.90 2.00 3.00 36
12. 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
13. Is pump station subject to flooding? yes X no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? X yes _ no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. Alf downsfrcawi sysfems arm. aAeV'.+e, to he-d1r-
6A+i c.i PA'7F" -lows ,

GRAVITY SEWER EXTENSION & PUMP STATION '
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: C Sw
Signature of regional office personnl : % k o s �-- Date: k- tq&t
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
A. ,
1. Applicant (corporation, individual, or other): CITY OF LUMBERTON
2. Name and Complete Address of Engineering Firm: ANDERSON ENGINEERING &
ASSOCIATES, P. H., P.O. BOX 1736, 305 N. CHIPPEWA STREE
City. LUMBERTON,-. State: NC Zip; 28359
Telephone No. (910) 6 71- 9 5 3 0
3. Project Name: SANITARY SEWER IMPROVEMENTS FOR FREEMAN INVESTMENTS, INC.
4. Pump station design flow:
m
GPD;
5.70
GPM
5. Name of closest downslope surface waters: LUMBER RIVER &OWOSTMO O f T-�G✓�
6. County(s) where project and surface waters are located: ROBESON
7. Map name and date: USGS NORTHWEST LUMBERTON, 1972
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer LARRY W . ANDERSON
10. Seal and Signature (specify date):
N
13325
. n
SEAL
13325
• i 13325
s =
6 of 10
f

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barnett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919l733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bettie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dan; Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wilmington Region. WQ Super.
Wachovia Building, Suite 714
919 North Main Street
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC 28115
Wilmington, NC 28405-3945
919/486-1541
704/663-1699
919/395-3900
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Blacken Robeson
Cabamrs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Hamett Sampson
Gaston Union
Duplin
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
9191761-2351
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 8 (4/91)
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, details on the pump station, 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. Three 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 North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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 W rIT 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. 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.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: ANDERSON ENGINEERING & ASSOC. , P . A. ,
P.O. BOX 1736, 305 N. CHIPPEWA STREET,
City: LUMBERTON S tate: NC Zip: 2 8 3 5 9
Telephone No. (910) 6 71- 9 5 3 0
Professional Engineer's Certification:
I, LARRY W. ANDERSON , attest that this application for SANITARY SEWER
at
IMPROVEMENTS FOR FREEMAN INVESTMENTS fibeen 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 LARRY W . ANDERSON, __ _
Seal and Signature (specify date):'�,�0��
SEAL
13325
%�9�'•FNCI
Applicant's Certification: ''•,W
UN ;9: c
13325
�i
application for SANTTARV SEXER
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.
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
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/91) ,
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS 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 GPD
Industrial
Domestic/Cooling Water
< or = 1,000 GPD and
Single Family Dwelling
Sludge < or = 300 Acres
Sludge > 300 Acres
$400 $300
$400 $300
$400 $250
$400 $250
$400 $200
$400. $200
$240 $120
$400 $250
$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.
10 of 10