WQ0014153_Application (FTSE)_19990927

MEMO TO:
FROM:
SUBJECT:
State Review Group
Ricky Revels
RRe,-,12
Procedure Four (4)
WQ0014153
Town of Stedman WWCS
Sewer Extension - Public
Town of Stedman - Owner
Cumberland County
Division of Water Quality
Fayetteville Regional Office
October 27. 1999
Date
State Review Group Review
Engineer Ron Palumbo
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Fayetteville's PWC-Rockfish Creek WWTP
2) WWTP design capacity 16.0000 MGD
3) NPDES Permit No. NC0050105 Expiration Date: 05/31/2001
4) Compliance Information:
Present treatment plant performance for previous 12 months, beginning 1/98-12/98
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
117.000 GPD
domestic 100% industrial
other
6) Volume from previously approved projects not yet tributary to WWTP:
24,814,101 GPD ( which began before Cypress lake A.U. Phase -I # WQ0016409)
7) Regional
Recommendations: Approval X Denial
RR/rr
Enclosure

GKEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
10/27/1999
PAGE 1
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9801-9812 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
MONTH
LIMIT
98/01
98/02
98/03
LIMIT
98/04
98/05
98/06
98/07
98/08
98/09
98/10
LIMIT
98/11
LIMIT
98/12
50050
00310 00530
00610 31616 50060
Q/MGD BOD RES/TSS NH3-N FEC COLI CHLORINE
NOL F
10.4161
11.7607
13.5774
NOL F
10.6200
9.5387
9.0266
8.6548
8.9677
9.2600
8.6258
NOL F
8.4200
F14. 00 0 }F
8.35
AVERAGE 9.7685
MAXIMUM 21.8000
MINIMUM 7.6000
UNIT MGD
12.00 F
2.30
2.70
3.49
6.00 F
4.52
6.00 F
6.00 F
30.0 F 2.00 F 200.0 NOL
.8 .05 7.7 303.250
.9 .08 12.7 272.000
1.2 .06 11.4 257.954
30.0 F 1.00 F 200.0 NOL
1.5 .14 26.0 210.238
1.4 .12
1.6 .14
.8 .01
1.0 .00
.7 .00
1.0 .25
32.8 229.000
56.8 237.500
24.5 245.000
38.4 243.809
20.6 275.238
39.5 268.181
30.0 F 2.00 F 200.0 NOL
1.0 .02 29.4 251.052
30.0 F 2.00 F 200.0 NOL
1.8 .00 15.3 347.857
3.25 1.1 .07 26.2 261.756
6.70 3.7 2.77 5800.0 1000.000
1.50 .4 LESSTHAN LESSTHAN 100.000
MG/L MG/L MG/L #/100ML MG/L
`to .A , I l , Z MGb
00300 TGP3B
DO CERI7DPF
NOL NOL
9.76
10.05 1
9.62
NOL NOL
9.30
9.14
8.78
8.57 1
8.60
9.29
9.12 1
NOL NOL
9.17
NOL NOL
9.06
9.20 1
12.00 1
7.80 1
MG/L PASS/FAI

3KEXS8/MP
COMPLIANCE EVALUATION ANALYSIS REPORT
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9801-9812 LOC---E
FACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
00010 00400 00600 00665 80082
MONTH TEMP PH TOTAL N PHOS-TOT CBOD 20C
LIMIT NOL 9.0 6.0 NOL NOL
98/01 17.80 7.4-6.6 13.000 1.7700
98/02 16.25 7.2-6.6 11.800 1.2100
98/03 16.59 7.2-6.4 7.500 1.1000
LIMIT NOL 9.0 6.0 NOL NOL
98/04 18.66 7.4-6.4 6.800 1.7900
98/05 21.25 7.2-6.6 10.800 1.6100
98/06 23.86 7.4-6.6 11.000 2.1600
98/07 26.18 7.6-6.6 13.360 1.8300
98/08 26.61 7.7 7.0 14.770 2.4200
LIMIT NOL 9.0 6.0 NOL NOL F 6.00
98/09 26.09 7.5-7.0 14.070 2.0800 2.91
98/10 24.50 7.5-7.0 11.380 1.7000 3.46
LIMIT NOL 9.0 6.0 NOL NOL F 12.00
98/11 21.94 7.8-6.2 11.320 2.1100 2.83
LIMIT NOL 9.0 6.0 NOL NOL F 12.00
98/12 19.71 7.5-7.0 10.990 2.5100 2.43
AVERAGE 21.62 11.399 1.8575 2.90
MAXIMUM 28.00 7.800 14.770 2.5100 5.65
MINIMUM 15.00 6.200 6.800 1.1000 1.20
UNIT DEG.0 SU MG/L MG/L MG/L
10/27/1999
PAGE 2

•
3KEX88/'MP
COMPLIANCE EVALUATION ANALYSIS REPORT
10/27/1999
PAGE 1
PERMIT--NC0050105 PIPE--001 REPORT PERIOD: 9809-9908 LOC---E
E'ACILITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
50050 00530 00610 31616 50060 00300 TGP3B 00010
MONTH Q/MGD RES/TSS NH3-N FEC COLI CHLORINE DO CERI7DPF TEMP
LIMIT NOL F 30.0 F 1.00 F 200.0 NOL NOL NOL NOL
98/09 9.2600 .7 .00 20.6 275.238 9.29 26.09
98/10 8.6258 1.0 .25 39.5 268.181 9.12 .1 24.50
LIMIT NOL F 30.0 F 2.00 F 200.0 NOL NOL NOL NOL
98/11 8.4200 1.0 .02 29.4 251.052 9.17 21.94
LIMIT F14.0000 F 30.0 F 2.00 F 200.0 NOL NOL NOL NOL
98/12 8.3548 1.8 .00 15.3 347.857 9.06 19.71
99/01 9.9516 1.6 .07 10.0 250.263 9.30 1 16.68
99/02 10.1357 1.3 .07 10.4 190.500 9.21 17.25
99/03 10.0064 1.2 .01 9.4 233.043 9.60 16.73
LIMIT F14.0000 F 30.0 F 1.00 F 200.0 NOL NOL NOL NOL
99/04 10.2333 1.3 .09 15.0 197.142 9.47 1 19.42
99/05 10.5516 1.4 .49 3.1 316.000 9.90 20.90
99/06 10.2066 1.0 .03 13.3 225.909 9.38 23.77
99/07 9.9354 1.0 .01 15.0 260.238 8.87 1 25.09
99/08 9.4677 1.4 .01 32.7 290.909 8.48 26.36
AVERAGE 9.5957 1.2 .08 17.8 258.861 9.23 1 21.53
MAXIMUM 13.5000 4.0 3.00 6000.0 995.000 12.00 1 28.00
MINIMUM 7.6000 .2 1.0 100.000 8.00 1 15.00
UNIT MGD MG/L MG/L #/100ML MG/L MG/L PASS/FAI DEG.0
ao`k /l. 2 n46 0

3KEX 8 8 /MI? •
COMPLIANCE EVALUATION ANALYSIS REPORT
10/27/1999
PAGE 2
PERMIT--N00050105 PIPE--001 REPORT PERIOD: 9809-9908 LOC---E
FACTLITY--PWC/FAYETTEVILLE-ROCKFISH CRK DESIGN FLOW-- 14.0000 CLASS--4
LOCATION--FAYETTEVILLE REGION/COUNTY--06 CUMBERLAND
00400 00600 00665 80082
YIONTH PH TOTAL N PHOS-TOT CBOD 20C
LIMIT 9.0 6.0 NOL NOL F 6.00
98/09 7.-5-7.0 14.070 2.0800 2.91
98/10 7.5-7.0 11.380 1.7000 3.46
LIMIT 9.0 6.0 NOL NOL F 12.00
98/11 7.8-6.2 11.320 2.1100 2.83
LIMIT 9.0 6.0 NOL NOL F 12.00
98/12 7.5-7.0 10.990 2.5100 2.43
99/01 7.3-6.7 11.770 .9100 3.30
99/02 7.4-6.8 11.700 1.7900 3.40
99/03 7.4-6.6 13.240 1.8100 3.93
LIMIT 9.0 6.0 NOL NOL F 6.00
99/04 7.4-6.8 11.890 1.3600 4.34
99/05 7.3-6.6 13.570 1.9500 4.19
99/06 7.3-6.8 14.210 2.6000 3.67
99/07 7.8-6.4 11.120 1.6500 2.53
99/08 7.3-6.9 16.940 2.8200 3.07
AVERAGE 12.683 1.9408 3.33
MAXIMUM 7.800 16.940 2.8200 6.23
MINIMUM 6.200 10.990 .9100 1.20
UNIT SU MG/L MG/L MG/L

rState of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality .
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
September 27, 1999
Mr. Billy D. Horne, Mayor
Town of Stedman
Post Office Box 220
Stedman, North Carolina 28391
7A
NCDENR
NORTH CAR OLI t-'I (#'
ENVIRONMENT AN arksileitkgj-,
29 1999
FAYE T TEVILLE
REC. ^. "NICE
Subject: Applications No. WQ0014153
Town of Stedman-WWCS
Sewer -Public
Cumberland County
Dear Mr. Horne:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 24, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Ron Palumbo for a detailed engineering review. Should there be
any questions concerning your project, the review will 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 Mr. Ron Palumbo at 919/733-5083 ext. 533. 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 INQUIRES ON
THIS PROJECT.
Sincerely,
Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
McKim & Creed Engineers, PA
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

•,,
State of North Carolina
I. GENERAL INFORMATION:
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)
I*141/C fr
2 4-"C),
GRAVITY SEWER EXTENSION, NO/A04/4 4'99 ti
PUMP STATIONS, AND PRESSURE SEWERS 37%,o
SOC Project: Yes, X No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Town of Stedman
1. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the facility and its compliance):
Mr. Billy D. Horne, Mayor
3. Mailing Address: P.O. Box 220
City: Stedman
Telephone No.: ( 910 ) 323-1892
State: NC Zip: 28391
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.):
Town of Stedman - Wastewater Collection System Improvements
5. Application Date: September 23, 1999
6. County where project is located: Cumberland
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
2. Specify whether project is:
6. Fee Submitted: $ 400.00
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 WQ0014153 and the issue date August 11, 1997
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic/Commercial;
% Other waste (specify):
% Industrial:
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc.: residential
3. Indicate any parameter(s) (and their 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. 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: n/a
FORM: GSPS 2/95 Page 1 of 8

6.' 'Volume of wastewater generated by this project: 117,000 gallons per day.
7. Explanation of how wastewater volume was determined:
325 Houses x 360 GPD/House = 117,000 GPD
IV. DESIGN INFORMATION:
1. Brief project description: This project is a new sanitary sewer collection system which will replace the existing
individual septic tank system for the Town of Stedman
2. Name of wastewater treatment facility receiving wastewater:
a. Facility Permit Number.: NC0050105
b. Engineer should provide statement of his evaluation of downstream sewers to accept the wastewater:
Downstream sewers are adequate to handle the additional flow projected from this project.
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 24"
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
15,700
PVC
0.014
0.40
3.47
2.00
5.99
36
10"
16,700
PVC
0.014
0.28
0.28
2.00
2.00
36
12"
24,400
PVC
0.014
0.22
1.19
2.00
4.59
42
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 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot 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? N/A
5. Maximum length of sewer between manholes:
425 linear feet.
6. This sewer line segment occurs between manhole no. 07A and manhole no. 08A
FORM: GSPS 2/95 Page 2 of 8

7. ' lioes the owner/operator have the ability to clean this length? X 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. 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?
Ductile iron pipe to be used with minimum 3.5' cover at areas where sewer will bear traffic Toads.
All precast structures and manhole covers are specified to support traffic bearing loads as dictated by NCDOT.
9. Outside drop manholes are provided where invert separations exceed:
10. Identify (by manhole number) those manholes that have drop connections:
X18A, EEB1A, A18A, A25A, Q3A, B12A, B11A, C3, L7
2.5 feet. Provide for separations > or = 2.5')
11. Maximum allowable infiltration/exfiltration test rate: 50 GPD/ pipe diameter inch/mile.
Note: Must not exceed 50 GPD/ pipe diameter inch/mile of pipe.
• 12. Minimum separation distances as shown on the plans and addressed in 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 pressure sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes X No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? X Yes No
C) 10 ft. horiz. sep. from water mains or 18 in. vertical sep. (water over sewer) or ferrous pipe specified? X Yes No
13. Are manholes subject to flooding? Yes X No. If yes, are manholes rim elevations 1 foot above 100-year flood
level (100 year flood elevation should be indicated on plans)? Yes No
14. Identify (by manhole number) those manholes that are vented: n/a
15. Does this project involve any stream crossings? X 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 cross are located: ductile iron pipe will be installed with protection concrete encasement
below the creek invert.
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-1 watersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? : Yes X No.
FORM: GSPS 2/95 Page 3 of 8

• V. PUMP STATION INFORMATION:
1. Pump Station No.: Blake Road (A separate sheet V.1 through V.15 should be submitted for each pump station)
2. Name of closest downslope surface waters: Buck Creek
3. Classification of closest downslope surface waters: C-SW (as established by the Environmental Management
Commission & specified on sheet 5 and 8 of this application.).
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.
Dedicated Standby Generator.
5. What size pumps are provided? - 160 GPM; and how many? 2
6. What is the design total dynamic head? 58 feet
7. How many pumping cycles will occur at the average daily flow? 4.4 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 and specifications:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gates Valves
Security Fencing
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 Auto Dialer
9. Summary of force main (by diameter size and 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
1,800
PVC
126.9
123.5
2.0
4.09
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)? X yes 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? X yes 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: GSPS 2/95 Page 4 of 8

Telephone No.
3. Project Name:
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: u c l< C✓ z k
02ssification (as established by the Environmental Management Commission):
Proposed•Classification, if applicable: /V /A
Signature of regional office personnel:
Date: // - yCp
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 ioward) must be determined. You are required to
submit this fomA,Aviih4temS--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 whichshows
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.
1. Applicant (corporation, .individual, or other ): TOWN OF STEDMAN
2. Name and Complete Address of Engineering Firm: McKIM & CREED ENGINEERS , P.A.
5625 DILLARD ROAD. BLDG. I, SUITE 117. _
City: CARY State: NC Zip: 27511
919-233-8091
TOWN OF STEDMAN WASTEWATER COLLECTION SYSTEM INPROVEMENTS
4. Pump station design flow: _ 225, Zev GPD; .1 6 o GPM
5. Name of closest downslope surface waters: BUCK CREEK
6. County(s) where project and surface waters are located: CUMBERLAND
7. Map name and date: STEDMAN, NORTH CAROLINA 1987
8. North Carolina Professional Engineer's Registration No.. 11570
9. Print Name of Engineer BRYAN F. BLAKE
10. Seal �
and Signature (specify date): ��'
:ate»e •' �,; :; �.,Y ; , J,!l: "� '..
I
i . ._ i, ,Mc
1.... DEHN N;.; •
REGIUNAi •

V. PUMP STATION INFORMATION:
1. Pump Station No.: Carol Street (A separate sheet V.1 through V.15 should be submitted for each pump station)
2. Name of closest downslope surface waters: Sandy Run Branch
3.. Classification of closest downslope surface waters: C-SW (as established by the Environmental Management
Commission & specified on sheet 5 and 8 of this application.).
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.
Dedicated Standby Generator
5. What size pumps are provided? 500 GPM; and how many? 2
6. What is the design total dynamic head? 116 feet
7. How many pumping cycles will occur at the average daily flow? 3.3.6 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 and specifications:
Alternate Power Source X
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gates Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light X
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection X
High Water Alarm (one choice may be specified) X Audible and Visual X Auto Dialer
9. Summary of force main (by diameter size and pipe material):
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
10"
28,400
PVC
151
125.0
2.0
2.0
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)? X yes 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: GSPS 2/95

•�0:177f�fl-1G�'j'Ml ENVIRONMENTAL MGMTUIM & CREED/RL
06/25/914O• 88.1 IP.2i2
14O; REGIONAL WATER QUALITY SUPERVISOR .'.'
Please provide ine with the classification of the surface wards identified in number 5
below and on the attached map xg,c
• N'ame oFsurface waters: ems ctj ci c. Cyr" e e.i.
Chas' ication (as c tabliilied by the Etwironme jtal Marr$gemeri[ comini$siort0: C -• S w
Pr9Posed.clalsi.rication, 't applicable: ' . !� % %�•
Signature of tr;giortal office personnel:
Q-4-412.- • Date: *ea•-26-97
• _ • INSTRUCTION TO ENGINEER .
• subjectfacility.dr determine er provisions for dual or standby power may be
of the closest doY. ,acted for the
any overflow from the facility �� surface waters (tire suiface'cvaicrs that
submi; this ty would flow' toward) must be determined. You are
required to
forgulvith.iteknfl through I0 compreted. to the appropriatb Division of Environmental
Merest Regional Water Qciality Supervisor (sec attached lis v4C1IIdc an 8.5" by jl" copy of the �-, At �. minimum, you must
the sub'pa Lion of a 7.5 minute USGS Topographic Map which shows
sutface waters surface waters.' You must identify the location of the facility and:the closest downslopc
(waters for }u , you are requesting submitted _
The application may not be submitted until this form is completed and included with the submittal.
1 • ' Applicant (corparttion, individual, or other): TOWN 'or' s r o r
2. Name and Cornplete Address of Engineering
FirR1: _lic-ttzin & Creed FnQiriQoi-g p �
�625 Dillard' ILd, Ste 117, $],dg. I ;
CSty: cane State: ,
Tclephonc No. ' • 9I9. 2.33-8091
3. Project Name: 'own' of St•Q
• dillanj3-s•rewaL_�t Collpetiian Svstr�n Tm r•�ve�g., ,�
4. Puns
P station design flow: f • 17 ppp GP'D, Soo
NC Zip: 27511
5. Name of closest dowrislope surface waters; Saudy;.Creek •
6. County() where pivject and surface waters are located: Cumberland
GPM
7. • Map um:de arid date:._ Stedman. North Carolina 1987
g• 'North C rolina Prvfessioriai Engineer's Registration No. 11570
9. Print Narne of Engineer 8 an Y. Blakh
I •
10. Seal and -Signature (specify date):
.qky 7 CA/1p•.,
: SEAL F.
�f` } f gL,
1

V. PUMP STATION INFORMATION:
1. Pump Station No.: Fort Road (A separate sheet V.1 through V.15 should be submitted for each pump station)
2. Name of closest downslope surface waters: Sandy Run
3.. Classification of closest downslope surface waters: C-SW (as established by the Environmental Management
Commission & specified on sheet 5 and 8 of this application.).
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.
Dedicated Standby Generator
5. What size pumps are provided? - 200 GPM; and how many? 2
6. What is the design total dynamic head? 39 feet
7. How many pumping cycles will occur at the average daily flow? 4.5 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 and specifications:
Alternate Power Source X
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gates Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light X
110V Electrical Convenience Outlet _ X
Flood/Buoyancy Protection X
High Water Alarm (one choice may be specified) X Audible and Visual X Auto Dialer
9. Summary of force main (by diameter size and pipe material):
Diameter
(in)
Length
(linear feet)
Pipe
Material
High
Elevation
(ft)
Low
Elevation
(ft)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
6
3,400
PVC
129.0
129.0
2.0
2.27
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)? X yes 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? X yes 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: GSPS 2/95

Lo. rig -le; .3N-111 ENVIRONMENmL MGMTTIM & CREED/RL
09/25/9'NO. EPA 1P. 2i2
5. Name of closest downslope surface waters:
6 • County(s) where pioject and surface waters art located: Cumb e rland
,/ . • TO: -REGIONAL WATER QUALITY SUPERVISOR
Please provide inc with the classification of t e surface warcrs identified in. nub- 5
below and on the attached map Kgcnt:
•
- Name of -surface waters: "Sq Nc:). Creel<
Classification (ass c��Iiafiod •
by the EnvironraentaI Manageme itt omini-sion): ___C - S w
• Pr9Posed'clssification, if applicable: ' . N / 4 '
Sigtuiz of trgiottal office etiotinel: %?�..-ram• •
'
�_. ,_.,..bate: '!v•-26-97
' DIS'TRUCI+IONS Tel ENGINEER
• In order o detttmind Whe'iher provisions for dual or -standby power may be
subject the motion of the closest do Y. ,�cc required for the
anY ow from the facility �oPc surface waters (the suuface waters that
stannit this . ty would flow 'toward) must be determined. You are required to
Managfi j 2 'i�l through IO compfeted, to the appmpriatb Division of Environmental
ement
mart nt3.gin vi Water Qiiality Supervisor (ice attached iu At minima
which showi
the stab �y of thm, you must
p,�tion of 7.5 minute irSCrS Topographic
Ject sum widen.' You must identify the location of the facilty ane�opscst aownslopc
The$ =face
= (maty rs for be submitted e ng the classification) on tbh subnuLtcd map copy.
s form is completed and included with the submittal.
1 • ' Applicant (carpor .iron, individual, or other ): TOWN 'or' •
2. Name and Complete Address of Engineering
lliiri; .'Kim & GrPed EnQiriPprg P i,
625 Dillard" la, Ste 117, $Xdg. 1
City: c'a State: NC Zip: 27511
4
Telephone No. •. ' - 919.3-8091 • •
3. Pioject Name: ToThin• of St-Q stem Tm r•
v
4. Pump station design flow: cb, 5 ZO GP'D;
?-:'0 GPM
SaudyCCreek
7. • MaP name acid data ._ Stedtasn, north CaroXana 1987 '-
8'. North Cgrolina Pivfessioriai Engineer's Registration No.
9. ?tint Marne of -Engineer B
an F. Blake
10. Seal and -Signature (specify date):
•
11570

V. PUMP STATION INFORMATION:
1. Pump Station No.: NC 24 P. Station (A separate sheet V.1 through V.15 should be submitted for each pump station)
2. Name of closest downslope surface waters: Sandy Run Branch
3. Classification of closest downslope surface waters: C-SW (as established by the Environmental Management
Commission & specified on sheet 5 and 8 of this application.).
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.
Dedicated Standby Generator.
5. What size pumps are provided? - 120 GPM; and how many? 2
6. What is the design total dynamic head? 58 feet
7. How many pumping cycles will occur at the average daily flow? 3.9 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 and specifications:
Alternate Power Source X
Wet Well Vented with Screen X
Fillets in Wet Well X
Check Valves and Gates Valves X
Security Fencing X
Lockable Wet Well Cover X
Area Light X
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection X
High Water Alarm (one choice may be specified) X Audible and Visual X Auto Dialer
9. Summary of force main (by diameter size and 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"
2,500
PVC
125.0
98.5
2.0
3.07
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)? X yes 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: GSPS 2/95

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c`?

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 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 deleted authorities.
Each sheet of the plans 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 specification. 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 $400. 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 $100.
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.
g.
A properly executed Operational Agreement (original and two copies - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or tow 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.
j•
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: GSPS 2/95 Page 6 of 8

Name and Complete Address of Engineering Firm: McKim & Creed, P.A. :.k 13
5625 Dillard Drive, Suite 117 ?Ca �2. 0
City: Cary State: NC Zip: 27511
Telephone No. [phone] % A' f'„.'
-o
Professional Engineer's Certification:
I, Bryan F. Blake , attest that this application for Town of Stedman Wastewater
Collection System Improvements
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:
I, Billy D. Horne
11510
7:-1%. °®°E%k�C ..............
F B
attest that this application for Town of Stedman
Wastewater Collection System Improvements
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 _ _ Date r t_ 02 3 ri
•
THE COMPLETE . 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: 919/733-5083
FORM: GSPS 2/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28802
[phone]
Fak [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
Harnett
Hoke
Montgomery
Moore
Robeson
Richmond
Sampson
Scotland
Washington Regional WQ Supervisor
P 0 Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Mecklenburg
Cabarrus Rowan
Catawba Stanly
Gaston Union
Iredell Cleveland
Lincoln
Winston-Salem Regional WQ Supervisor
585 Waughton Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
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
FORM: GSPS 2/95
Page 8 of 8

•
..
SCHEDULE OF NONDISCHARGE FEES
CATEGORY
>1,000,000 GPD
Industrial
Sewage/Cooling Water
10,000 - 1,000,000 GPD
Industrial
Sewage/Cooling Water
1,001 - 10,000 GPD
Industrial
Sewage/Cooling Water
< / = 1,000 GPD and
Single Family Dwelling
Residuals/Residues/
Compost < / = 300 Acres
Residuals/Residues
Compost > 300 Acres
Soils Remediation: nondedicated
(land application, storage
and/or treatment)
Soils Remediation: dedicated
(land storate, storage and/or
treatment)
Sewer Extensions
(nondelegated)
Sewer Extensions
(delegated to municipalities)
Closed -Loop Recycle
or Evaporative
PERMIT APPLICATION
PROCESSING FEE
NEW
APPLICATIONS/
MODIFICATIONS/
LATE RENEWALS
$400.
400.
400.
400.
400.
400.
240.
400.
400.
400.
400.
400.
200.
400.
ANNUAL ADMINISTERING
AND COMPLIANCE
MONITORING FEE
TIMELY
RENEWALS
WITHOUT IN
MODIFICATIONS STANDARD COMPLIANCE
$300.
300.
250.
250.
200.
200.
120.
250.
250.
200.
200.
0
0
200.
$1500.
1200.
800.
600.
600.
450.
0
600.
1000.
0
300.
0
0
300.
$1125.
900.
600.
450.
450.
300.
0
450.
750.
0
225.
0
0
225.
NORTH CAROLINA ADMINISTRATIVE CODE
03/05/93