WQ0015947_Application_19981007

.IF
21
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 7, 1998
Mr. Bobby Teague, P. E. Director of Public Works
Town of Southern Pines
140 Memorial Park Court
Southern Pines, NC 28387
Dear Mr. Teague:
/ 0 ;A4
NCDENR
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WQ0015947
Forest Creek Development
Sewers -Public
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 29, 1998. 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 reviewer 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,
V Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Hobbs, Upchurch & Associates, P.A.
P.O•Box An Equal Opportunity Affirmative lAct on Employer Telephone 50ecycled/710°%post-consumers paper

MEMO TO: State Review Group Division of Water Quality
FROM: Ricky Revels Fayetteville Regional Office
SUBJECT: Procedure Four (4) December 11 1999
WQ0015947 Date
Forest Creek Development
Sewer Extension -Public
Town of Southern Pines
Moore County
State Review Group Review
Engineer Ron Palumbo
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore Co. Regional WWTP
2) WWTP design capacity 6.7000 MGD
3) NPDES Permit No. NCO037508 Expiration Date: 11/30/1999
4) Compliance Information:
Present treatement plant performance for previous 12 months, beginning
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
52,200 GPD
domestic X industrial other
6) Volume from previously approved projects not yet tributary to WWTP:
-0- GPD
7) Regional
Recommendations: Approval X Denial
'7 7
Enclosure

GKEX88/MP
12/03/98
`
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 1
PERMIT--NC0037508
PIPE--001
REPORT PERIOD:
9701-9712
LOC --- E
FACILITY--MOORE CO
WWTP
DESIGN FLOW-- 6.7000
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06 MOORE
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
6.7000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
97/01
4.6645
4.21
3.5
.27
14.1
185.238
9.83
97/02
4.7321
3.93
4.3
.10
14.7
102.500
10.36
97/03
4.8741
3.27
5.0
.10
27.2
142.250
9.86
1
LIMIT F
6.7000 F
22.00
F 30.0
17.00
F 200.0
NOL
NOL
NOL
97/04
4.7633
3.60
6.1
.10
15.8
101.818
9.17
97/05
4.8483
2.59
4.6
.10
13.3
117.619
9.07
97/06
4.8233
2.26
2.7
.10
17.9
98.095
8.94
1
97/07
5.2935
2.51
4.9
.10
22.5
122.272
8.59
97/08
5.1387
2.50
4.2
.10
12.3
143.333
8.42
97/09
4.8533
2.60
6.4
.10
17.1
131.904
8.61
1
97/10
4.7741
3.03
4.0
.10
15.3
149.565
9.20
LIMIT F
6.7000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
97/11
4.6333
3.62
7.3
.47
11.3
144.117
10.10
97/12
4.4548
3.11
5.3
.10
16.9
148.000
9.78
AVERAGE
4.8211
3.10
4.8
.14
16.5
132.225
9.32
1
MAXIMUM
8.4000
7.70
13.2
4.90
192.0
600.000
14.00
1
MINIMUM
2.3000
2.00
2.0
.10
1.0
30.000
5.70
1
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L
PASS/FAI

GKEX88/MP
12/03/98
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0037508
PIPE--001
REPORT PERIOD:
9701-9712 LOC ---
E
FACILITY--MOORE
CO WWTP
DESIGN FLOW--
6.7000
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06 MOORE
00010
00400
00600
00665
00720
01042
01077
01092
MONTH
TEMP
PH
TOTAL N
PHOS-TOT
CYANIDE
COPPER
SILVER
ZINC
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
97/01
15.23
8.1-7.0
18.500
1.5500
.0000
7.5000
.0000
26.5000
97/02
15.00
7.8-7.4
16.650
1.3800
.0000
8.5000
.0000
27.5000
97/03
17.15
7.8-7.0
17.200
1.2800
.0000
8.5000
.0000
28.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
97/04
18.45
7.9-7.3
16.900
1.4000
.0000
7.5000
.0000
26.5000
97/05
20.47
7.8-7.2
14.900
2.0500
.0000
8.5000
.0000
21.5000
97/06
22.71
7.7-7.3
11.100
2.7000
.0000
10.0000
.0000
16.5000
97/07
25.22
7.8-7.5
16.500
1.8200
.0000
8.5000
.0000
17.0000
97/08
25.38
7.8-7.4
20.400
2.5900
.0000
11.0000
.0000
15.0000
97/09
24.52
7.6-7.2
15.800
2.2600
.0000
9.5000
.0000
31.0000
97/10
22.34
7.6-7.2
12.200
1.7500
.0000
7.0000
.0000
35.5000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
97/11
19.00
7.6-6.9
15.080
2.1000
.0000
10.0000
.0000
27.5000
97/12
16.45
7.4-7.0
17.800
1.8700
.0000
10.5000
.0000
23.5000
AVERAGE
20.16
16.085
1.8958
.0000
8.9166
.0000
24.6666
MAXIMUM
27.00
8.100
20.400
2.7000
12.0000
40.0000
MINIMUM
14.00
6.900
11.100
1.2800
6.0000
12.0000
UNIT
DEG.0
SU
MG/L
MG/L
UG L
UG/L
UG L
UG/L

GKEX88/MP
12/03/98
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE 1
PERMIT--NC0037508
PIPE--001
REPORT
PERIOD:
9711-9810
LOC --- E
FACILITY--MOORE CO
WWTP
DESIGN FLOW--
6.7000
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06
MOORE
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
6.7000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
97/11
4.6333
3.62
7.3
.47
11.3
144.117
10.10
LIMIT F
6.7000 F
30.00
F 30.0
NOL
F 200.0
NOL
NOL
NOL
97/12
4.4548
3.11
5.3
.10
16.9
148.000
9.78
98/01
5.2806
3.53
6.1
.10
18.2
165.789
9.96
1
98/02
6.1892
2.98
5.8
.10
7.9
203.000
10.14
38/03
6.3870
3.29
5.1
.10
15.3
167.272
10.37
1
LIMIT F
6.7000 F
22.00
F 30.0
17.00
F 200.0
NOL
NOL
NOL
98/04
6.3666
3.54
4.4
.10
10.2
160.000
9.23
98/05
6.0000
3.93
4.7
.10
26.1
173.000
8.39
98/06
5.4466
4.03
4.1
.10
23.3
95.909
8.06
1
38/07
5.1741
4.22
5.0
.10
21.1
150.434
7.82
38/08
5.0935
4.08
4.7
.10
28.1
114.285
7.96
38/09
4.8233
6.19
10.0
.10
54.6
156.666
8.16
1
a8/10
4.8838
6.51
7.2
.10
33.1
284.318
8.25
AVERAGE
5.3944
4.08
5.8
.13
22.1
163.565
9.01
1
MAXIMUM
9.8000
11.70
26.0
4.90
4400.0
1145.000
14.00
1
MINIMUM
3.8000
2.00
2.0
.10
1.0
30.000
5.60
1
JNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L
PASS/FAI

GKEX88/MP
12/03/98
COMPLIANCE EVALUATION ANALYSIS REPORT
PAGE 2
PERMIT--NC0037508
PIPE--001
REPORT PERIOD:
9711-9810
LOC ---
E
FACILITY--MOORE
CO
WWTP
DESIGN FLOW--
6.7000
CLASS--4
LOCATION--CARTHAGE
REGION/COUNTY--06 MOORE
00010
00400
00600
00665
00720
01042
01077
01092
MONTH
TEMP
PH
TOTAL N
PHOS-TOT
CYANIDE
COPPER
SILVER
ZINC
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
97/11
19.00
7.6-6.9
15.080
2.1000
.0000
10.0000
:0000
27.5000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
97/12
16.45
7.4-7.0
17.800
1.8700
.0000
10.5000
.0000
23.5000
98/01
15.55
7.7-6.8
13.500
1.4000
.0000
8.0000
.0000
21.0000
98/02
14.60
7.8-7.3
11.000
1.6500
.0000
9.0000
.0000
21.5000
98/03
15.77
7.9-7.1
15.250
1.3700
.0000
8.0000
.0000
19.0000
LIMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
98/04
18.47
7.9-7.4
8.130
2.4000
.0000
7.5000
.0000
19.5000
98/05
20.95
7.9-7.4
14.250
2.0500
.0000
11.0000
.0000
26.0000
98/06
23.90
7.9-7.3
12.760
2.2600
.0000
8.5000
.0000
20.0000
98/07
25.87
7.8-7.1
21.140
2.7000
.0000
10.0000
.0000
21.5000
98/08
26.09
7.8-7.4
15.170
1.9500
.0000
6.5000
.0000
21.0000
98/09
25.63
7.9-7.4
17.310
2.0200
.0000
10.0000
3.0000
25.0000
98/10
22.96
7.9-7.1
14.630
1.5900
.0000
7.5000
.0000
19.0000
AVERAGE
20.43
14.668
1.9466
.0000
8.8750
.2500
22.0416
MAXIMUM
27.00
7.900
21.140
2.7000
14.0000
6.0000
33.0000
MINIMUM
14.00
6.800
8.130
1.3700
6.0000
17.0000
UNIT
DEG.0
SU
MG/L
MG/L
UG L
UG/L
UG L
UG/L

l`tN
JVKI
State of North Carolina SEP 2 9 1yy�
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application q�cn.�Sc� safrv=ernitti„9
(INIS 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 ):
Town of Southern Pines
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bobby B. Teague, P. E. Director
of Public*•Works
3. Mailing Address: T(JWH of Southern Pines, 140 Memorial Park Court
City: Southern Pines State: NC Zip: 28397
Telephone No.: ( 910 692-1983
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Sections 1A, 8, 9, 10 & 12 of Forest Creek Development
5. Application Date: September 1998 6. Fee Submitted: $ 400.00
7. County where project is located: Moore county
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):t, RR t6qgl
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 N/A and issue date
4. Specify whether the applicant is X public or private.
FORM: GSPS 4/91 Page 1 of 10

VJLA 1 or- wt:K EXTENSION &PUMP STATION PAGE 2 (4/'91) �
III. INFORMATION ON WASTEWATER:
1 • Nature of Wastewater. 100 % Domestic;
90 COIIl117CTCial;
�'o Industrial; % Other waste
(specify):
2. Please provide a one or two word description specifying such as school, subdivision, hospital, commercial, industrial, the
apartments, etc. Of the wastewater,
Residential Subdivision
3. Indicate any parameter (and its concentration) that will be
greater than normal domestic
levels: mnnn
4. If wastewater is not domestic in nature, what level of pretreatment has been provided tc
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project: 52,200
gallons per day
6. Explanation of how wastewater volume was determined: _
s x 360 GPD
(3 Bedrooms at 120 GPD)
IV. DESIGN INFORMATION:
1. .Brief project description: 8-inch ravit
nsew coPumpi(replaces temp.
ary Pumping
station at Section 5 - permitted
under WQ0012159), and 6-inch force main
2' Name of wastewater treatment facility receiving wastewater. Moore Count Wastewater
Treatment Plant
a. Facility permit no.: NPDES NC 0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: syste1l, ade�_�.
atP� V --Arr•cnr �
increase
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 ot�N� Min. Max. Minimum Max. Minimum
(In.) (Lin. Fi) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cove (in)
R_ _2, 36 2 -Dig 40 ? 0 -7 1 1 5
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: 350 linear feet_
6. This sewer line segment occurs between manhole no. 66 and manhole no. 67
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?
Adequate cover, bedding and roin arr;nn cpacg-F4-4 fir 3 a
9. Outside drop manholes are provided where invert separations exceed: 2.0 feet_
10. Identify (by manhole number) those manholes that have drop connections: 4
3 of 10

PAGE 4r (4SEWER EXTENSION & PLT11Zp STATION
1 I. llMaximum allowable '
oNexfil
Note: Must not extraaon test rate: 100_ GPD/ t ceed 200 GPD/pipe dia- in./
P�Pe Via- llz-/mile.
12. Minimum separation stances as shown on the Plans s or addressed in the specifications:
a) 100 h' horizontal separation firom wells or other water supplies? g Yes _ No
b) 12 in. vertical separation from storm sewer or fc
sanitary sewer specified? rrous pipe
% Yes —No
c) 10 ft horizontal separation from water
mains or 18 in. vertical
separation (water over sewer) or ferrous Iiipe specified?
<OC- Yes _ No
13. Are manholes subject to flooding?
• —Yes X No
14. If yes, are manhole rim elevation
(100 Year flood elevation should s 1 foot above 100-
year flood level, —yes _ No
be indicated -on plans)
15, Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should _be shown on plans):
• _Yes —No
16. Identify (by manhole number
those manholes that are vented; N/A
17. Does this project involve an
ors special features have y stream crossings? X Yes no. If yes, what Precautions
P been utilized to ensure protection of the P trons
restrict stream flow? Iden ' Identify the sheet of the plans sewer lint and not
crossings are located: 15" P and station number where stream
Off- minim
Off-street sewers..Sheet C_
Off-street sewers
Off-street , Sheet C-7, Sta. 13+50
Off- sewers, Sheet C-8, Sta.
Off-street sewers, Sheet C-8 1+00
Off-street sewers, Sheet c_9' Sta. 13+00
Off-street sewers, Sheet ' Sta, 20+30
c-11, Sta. 0+70
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: I (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Nicks Creek
3. Classification of closest downslope surface waters: WS-III (as established
by the Environmental Management Commission & specified on page 6 of this applic.)_
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Automatic to l e= hnne m a i nz sys e �
5.
RPrPpt i rl a Drnvi dPd fore 1.+anaing it% T-e
What size pumps are provided? ISO
GPM
6.
How many pumps are provided?
7.
What is the maximum capacity of the pump station?
140,040 GPD
8.
What is the design total dynamic head? 211
feet .
9.
How many pumping cycles -will occur at the design flow rate? 3 ' 8 7 cycles per hour
10.
Check if provided. at pump station:
Alternate Power Source
Wet Well Vented with Screen
X
Fillets in Wet Well
X
Check Valves and Gate Valves
X
Security Fencing
Lockable Wet Well Cover
X
Area Light
X
110V Electrical Convenience Outlet
x
Flood/Buoyancy Protection
X
High Water Alarm x Audible and Visual
x 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)
4 5150 PVC 472.0 396-n 1 p 4.4 36
6 3800 pvr. fig315 a ? ? 9-4 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)? x_ yes — 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: N/A 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.

' 1 1 av- WLK EXTENSION &PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified to number 5
below and on the attached map segment:
Name of surface waters: N%;:�Ks
C'rev-
Classification (as established by the Environmental Management Commission): SUS- �
imposed Classification, if applicable:
Signature of regional office personnel:
Date:
INSTRUCTIONS TO ENGINEER
In order to determine
facility, whether provisions for dual or standby .subjectry, the classification of the closest dowrislope surface waters (fie surface waters fired for the
any overflow from the facility would flow toward) must be determined. You
submit this form, with items 1 through 10 completed, to the a waters that
Management Regional Water Quality are required to
a
include an 8.S„ b Q ry Supervisor (see attached listing).�to Division of Envu onment<y
y I 1 " copy of the Portion of a 7r minute USGS ToAt a minimum, you must
the subject surface waters. You must identify the location of the facility surface waters (waters for which You ity and the
Map which shows
The application may y are requesting the classification) n the tsubmitted ma cook
y not be submitted until this form is completed and included with the submittal.
l • Applicant (corporation, individual, or other): Town of Southern
u
p2. Name and Complete Address of Engineering i
Pines
Frm:Hobbs U hP•O. Box 1737 290 SW Broad Street
City: _ Sn„tj1Prn Pi n
Telephone No. 910/692-5616 State: �P
N�
3 s s
3. PrOject Name: Sections 1A
8 9 10 & 12 of Fo est
4• Pump station design flow: 140 040
GPD; _ o S• Name of closest downslope surface waters: GPM
Nicks Creek
6. County(s) where project and surface waters are located: Moore
%• Map name and date: Southern Pines uad Ma
E. North gl 1984
Carolina Professional En neers Registration No. -! 0614
9. Print Narnatoft& r
��}ec,��! Charles D. Heiser P.E.
10. Seai�. L '` date):
ED 6of10
P.A.

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional
� SulQt,e 10
59 Woodfin Plaice
P O Box 1507
Washington, NC 27889
Raleigh, NC 27609
Asheville, NC 28802
919/946-6481
919n33-2:314
7041251-6208
Beaufort Jones
Chatham Nash
Ate' Macon
Lenoir
Durham Northampton
Bur=rnbe Madison
Camden Martin
EdgBerrie
Burke McDowell
piowan Pamlico
Franklin Person
Caldwell Mitchell
Cambe ldwell
Curren Perquomank
Granville Vance
Cherokee Polk
clayRutherford
Cunituck Pertluimans
Halifax Wake
y
Johnston Warren
Graham Swain
Dam Pitt
Gates Tyzzll
Lee Wilson
Haywood Transylvania
Henderson Yancy
Gee Washington
Jackson
Hartford Ways
Hyde
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Hamm Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919l161-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie ,
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Super. Wilmington Region. WQ Super.
919 North Main Street 127 Cardinal Drive Extension
Mooresville, NC 28115 ' Wilmington, NC 29405-3945
704/663-1699 919�395-3900
Alexander Mecklenburg
Cabaaus
Rowan
Catawba
Stanly
Gaston
Union
Imdell
Cleveland
Lincoln
Brunswick New Hanover
Carom -et Onslow
Columbus Pender
Duplin
7 of 10

'-JKA vi-1-Y SEWER EXTENSION & PUMP TATION
PAGE 8 (4/9I ) S
THIS APPLICATION PACKAGE WILL NOT BE DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS
ACCEPTED By THE
THE APPLICABLE ITEMS ARE INCLUDED WITH.I. NLESS H ALL OF
HE SUBMITTAL
Regiared Items
a- One original and three copies of the completed and ap rapnately executed -
P application form.
b• Three sets of detailed Plans and specifications signed Professional Engineer. The Plans must includes s neral and sealed by a North Carolina
sewer extension, a location map, a plan view of the
Profile of the sewer extension, details on the pump station, and
show the proximity � = -�° -
y of the sewer _extension to other utilities and natural f must
Specifications ma ' eatures.
Y be omitted for delegated authorities• Each sheet of the plans an
Page of the specifications mus be d the first
a renewal or � . signed and sealed. 'Three copies of the existing g permit if .
C. Three copies of all CalculatYons
time , including pump selection, friction calculations, cycle
. pump curves (including system curves applicable .
Pumps running, three um with one pump running, PUMPS running, etc.), and evaluation of downstream: g, two
These items must be submitted under the signature and
_primp stations.
Professional Engineer. seal of the North Carolina
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 the wastewater flow from this project is different from the a�� that will be accepting
letter must be provided from applicant of the project, then a
the owner/authority of the
flow that will be accepted. WWTF specifying the volume of
The letter should be a recent letter and should refer to the
by the Salle name as that identified on the application and the pProject
plans/specifications.
f. An Operational Agreement (original and two copies) must be
extension will be servingsubmitted if the sewer
houses and will
single family residences, condominiums, mobile homes, or t
the subject sewer extension is owned b own
homeowners association, or a developer.
Y the individual residents, a
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATIO
PAGE 9 (4/'91) N
Name and Complete Address of Engineering Firm: Ho
---. �b
city: Sou
Telephone No. State:
Zip: 28388
Professional Engineer's Certification:
I, .harlo..
RPicAr of Forest Creek Deve '_ attest that this application for
and complete to the best of m has been reviewed b 119Qc t a Q � 10 &12
Proposed design has been p nwledge, I further attest best of meandaccurate
Portions of this submittal that to the y knowledge the
these materials package ma have � the applicable regulations.
under my si y been developed by other Although certain
Judged it to be consistent wignatath � and seal signifies that I have reviewer Professionals,
' inclusion of
PrUposcd design. material and have
North Carolina Professional En -
Print N l�neer's Registration No. 10614
time ofEngineer_Charle� n s_ .
C 1 Rp ' ,
Seal and Signature (specify date): l�
06;a
Applicant's ��
Certification: ',��F ' H \S
a
Of attest that this application for Sections lA
9,
has been reviewed b
that if all r y me and is accurate and complete to the best of m
eQuired parts of this a
lnforniation_and attachments are not included y knowledge. I understand
pplication are not completed and that if all r
incomplete. , this application package wequbesupporting
Signature returnedias
Date 'LLf S 'q
THE COMPLETED AppIJCATION PACKAGE, INCLUDING ALL SUP
INFORMATIOl yAND MATERIALS, SHOULD BE SENT TO T�yE FO
PORTING
LLOWING ADDRESS:
NORTH CAROLINA D
WATEROF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALIS13URY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
10 & 12
D;tON
tivN 1 y�
SEP 2 9 �99a
9 of 10

GRAV1Ty SEWER EXTENSION &
GE 10 (4/'91) PUMP STATION
PERMS APPLICATION PROCESSING FEES
(effective October 1,1990)
TEGORY NEW APPLICATIONS
MOD~IFI ATTn�ro W`�"S SHOUT
`�" `'' MODIFI
> 1,000,000 GPD
Industrial
Do�tiG/Coolin g Water
�400
$400
10,001 - 1,000,000 GPD
Industrial
Domestic/Cooling$400
Water
$400
1,001--10,000 GPD
Industrial `-
Domestic/Cooling
g Water
$400
$400
< or = 1,000 GPD and
Single Farnily Dwelling
$240
Sludge < or = 300 Acres
$400
Sludge > 300 Acres
$400
ATIONS
$300
$300
$250
-$250
$200
$200
$120
$250
$250
Sewer Extensions
(nondelegated)
$400
- Sewer Extensions 0
(delegated)
$200
Closed-LOo
P 0
Recycle .
or Evaporative
NOTE: $400
The Fees for Soil Remediation Projects are the$200
Under the same as for Sludges.
only to Sewer Extension Fee, y those governmental "delegated to municipalities"
review authorit jurisdictions that have specific delega ion
Management, y' as granted by the Division
of Environmental
10 of 10

PUMP STATION DESIGN WORKSHEET FORCR2PS.XLS
FOREST CREEK TEMP. PUMP STATION
( below Section 10 )
PROJECT: Forest Creek Golf Course Develo rent - Phase 1 (Sections 2 thru 12)
LOCATION: Southern Pines, NC
HUA NO.: SP9801
iSYSTEM
CURVE
DATE: 6/29/98
`
FLOW
VEL HD
FRICT HD
TDH
389 lots X 360 GPD =
140,040 GPD
(GPM)
(FT)
(FT)
(FT)
DESIGN PARAMETERS
AVERAGE DAILY FLOWRATE _>
98
(GPM)
j
0
0.000
0.00
137
PEAK FLOWRATE _>
245
(GPM)
i
15
0.000
1.05
138
FORCE MAIN LENGTH =>
37810
(FT)
30
0.002
3.77
141
MAX FORCE MAIN SIZE _>
6
(IN)
45
0.004
7.98
145
SELECTED FORCE MAIN SZ. _>
6
(IN)
60
0.007
13.58
151
FLUID HP AT 50% EFF. _>
39
(HP)
75
0.011
20.52
158
90
0.016
28.75
166
SYSTEM WORKS
105
0.022
38.24
175
MAX ELEVATION =>
472.00
(ELEV)
120
0.029
48.96
186
MIN ELEVATION =>
335.00
(ELEV) I
135
0.036
60.88
198
STATIC LIFT=>
137
(FT) lop
150
0.045
73.98
211
FITTING LOSS =>
100
(FT)
165
0.054
88.25
225
STATION LOSS =>
20
(FT)
180
0.065
103.66
241
EQUIV. LENGTH OF PIPE _>
37930
(FT)
195
0.076
120.20
257
FRICTION COEFF. _>
140
(PVC)
210
0.088
137.86
275
f
225
0.101
156.63
294
PUMP SELECTION
240
0.115
176.50
314
PUMP TYPE _>
Non -Clog Centrifugal Submersible
255
0.130
197.45
335
PUMP SIZE _>
50
(HP)
270
0.146
219.47
357
IMPELLER SIZE _>
13.800
(IN) i
285
1 0.162
242.56
380
DIST. FROM INV. TO INTAKE _>
6
(IN) '
300
0.180
266.70
404
315
0.198
291.89
429
FLOAT SETTING
j
330
0.218
318.13
455
WET WELL DIA =>
6
(FT) 1
345
0.238
345.39
483
WET WELL INV =>
332.50
(ELEV) l
360
0.259
373.69
511
PUMP OFF =>
335.00
(ELEV) ;
375
0.281
403.00
540
CYCLES PER HOUR =>
3.87
(EA)
390
0.304
433.33
571
CURVE PUMP RATE _>
150
(GPM) '
405
0.328
464.66
602
ACTUAL MAX FRC. MAIN SZ.=>
5.54
(IN) {
420
0.353
497.00
634
NECESSARY CAPACITY =>
527
(GAL) {
435
0.378
530.34
668
EMERGENCY CAPACITY =>
47040
(GAL) i
450
0.405 1
564.67
702
CYCLE TIME _>
15.50
(MIN) ;
465
0.432
599.98
737
480
0.461
636.27
774
ELEVATION SUMMARY
495
0.490
673.55
811
WET WELL INV =>
332.50
(ELEV) j
510
0.520
711.79
849
PUMP OFF =>
335.00
(ELEV) l
525
0.551
7 tQ%iv
889
LEAD ON =>
337.50
(ELEV) i
540
0.583
LAG ON =>
338.00
(ELEV)
555
0.616
ALARM =>
338.50
(ELEV)
570
0.650i
: *e,2141
RIM =>
347.00
(ELEV)
585
0.6$4
917. 6E
� 10$5 "
STA. EMERGENCY CAP. _>
2538
(GAL)
600
0.72j
961.
1099
V4 i
A
�i S D N ` `e�.
T D

■ Hobbs, Upchurch & Associates, P.A.
NOConsulting Engineers
290 S.W. Broad Street • Post Office Box 1737 • Southern Pines, NC 28388 • Telephone [phone] • Fax [phone] North Oak Street • Suite 11001, Myrtle Offices • Myrtle Beach,
SC 29507 • Telephone [phone] • Fax [phone] PROJECT NO. S P `p
00
pV M P ✓ TA?Z Oi✓ l/�'S ! G.✓r /V T^C S SCALE SHlEEET_ OF
12- O �� �'O/'—?CS T —/�. D�'v� COMPUTED G�[Y DATE �S c
CHECKED DATE
/0 ✓ ^V0 S �,�z�i+> ) J'v $ 7— N 0 /LThO 1C p�"` D D u-�S T ✓'T
ran L 22 14- -o a ��, I-V Sc-e-n o T7 L- 'ne
S:_9 N t-r•Ps��' Sty S c-fs s. .1�' ► cr 7-z> .4-
CI TY S 7-4-77 o.IJ CA-V-cy�—
-_N G z2 , A- c-�c-s5 rrt7 -L,, l yr � o
3
57
,� x 6 0 p¢ 0�
_. ¢0
9 �Pr� V. pAil, r f2o

TECHNICAL DATA
STANDARD &EXPLOSION PROOF
PUMP DATA
SECT. 200 SERIES AFP 3 TAB 4" CLOSED
MODEL AFP 1001 4P PG. 1.01
HYDRAULIC
FP 1001
IMPELLER
350
368
SOLID SIZE -INCHES
3
3
IMPELLERDIA mm
350
368
WK=LB-FT2 ITH WATER)7.80
7.83
IMPELLER WEIGHT LBS.
5S
57
MIMMUMFLOWGPM
ISO
is
MAXIMUM SUBMERGENCE
65 ET
MAX FLUID TEMPERATURE
400C 1040F
MATFRfAfC nFr'nr►c,rprrrrrnAr "'�
TOR HOUSING
CAST IRON - ASTM A-48 CLASS 40
CHAMBER
CAST IRON - ASTM A-48 CLASS 40
L PLATE
CAST IRON - ASTM A-48 CLASS 40
ELL ER
CAST IRON - AST A A-48 CLASS 40
UTE
CAST IRON - ASTM A-48 CLASS 40
ER jACKET
J
STEEL-ASTMA-36
R RING CASE
CASTIRON-ASTMA-48CLASS40 OPTIONAL:304SS,316SS
R RING IMPELLER (OPTIONAL)
304 SS, (316 SS)
PANDMOTORSHAFr
420SS
RNAL HARDWARE
316SS
INGS
BUNA IN' NITRI
CABLEGLANDS
BUNA-N- M JU
UPPER BEARING
CYLINDRICAL ROLLER BEARING PERMANENTLY LUBRICATED
LOWER BEARING
ANGULAR CONTACT BALL BEARINGS PERMANENTLY LUBRICATED
TANDEM LOWER.
SILICON CARBIDE ON SILICON CARBIDE
MECHANICALSEAL
UPPER
TOOLSTEELON CARBON
MnTnRC lop -
MOTOR
20/4-51
M630(4 52
BHP
70
84
PHASE
3
3
RPM
1780
1780
POWERCABLE
TYPE
H07RN- , OFLEX, PO W ERFLEX 90
NUMBER
2
OD INCHES
1.12
1.25
LENGTH
30
30
TYPE
H07RN-F, OZOFLEX, POWERFLEX 105
NUMBER
1
1
CONTROLCABLE
OD CHES
0.42
0.42
LENGTH
30 1
30
MOTOR
PROTECTION
THERMAL
BIMETALLICSWPTCHES IN EACH PHASE
LEAKAGE
DI MOISTURE DETECTION IN SEAL OILCHAMBER
MAXSTATORTEMPERATURE
1550C
BIMETALUCTEMPSETG
I 140°C+5°C
WSULATIONCLASS
F
NEMA DESIGNTYPE
B
VOLTAGETOLERANCE-t10%
MOTOR ENCLOSURE TYPE
SUBMERSIBLE
UNIT WEIGHT PUMP AND MOTOR IBS
SfAND4RD 1810 1898
EXPLOSION PROOF 1846 1935
Arrpccnrtrrc
RAIL BASE STANDARD
6732598
DISCHARGEELBOW
4'x4'
4051004
RAIL BASE EX
[D!RYPITSTAND
4059130-28
DISCHARGE ELBOW
4-x6'
4059443Y-06
4055029Y
SUCTION ELBOW
4'x4'
4053404
SUCTIC `I ELBOW
4'x6-
4053446
Revision 2/1/95
Meriden.
Pond View Drive
Meriden, CT 06450-7156
• mmp.ry in tl+e Carlo Group -

+`�l�i/�i���
���i/fir/�
/������

VV, coy — i4. 14 VAA 0UJ4V l.S4JD
PUMP SPECIFICATIONS '
& TECHNICAL DESCRIPTION
ALL PUMPS: from 40 Hp to 90 Hp -1750 RPM / NO.414 ta NO.624
from 26 Hp to 90 Hp -1160 RPM I NO.286 to NO. 60
from 28 Hp to 75 Hp - 876 RPM I No. 258 to W 548
GENERAL
Fumish and install quantity
KSB Model h IZTf 100-!120 1 submersible
pump(s) to deliver GPM at a Total
Dynamic Head of feet. The motor
shall be -i`l - Hp. 1750 RPM.
,4�o volt. 80 Hz. The motor is an Integral part
of the pump design. cite pump discharge nozzle
size is q — inches. The discharge elbow
discharge sine Is 4 -- inches
PUMP 012111GN
The pump shall be ceritd"81, non -dog in . _
design capable of handling raw wastewater or
other solids iaden media. There shall be no
need for personnel to enter the wet well In order
to Install or remove pumps_
PUMP CONSTRUCTION
IMPELLER: The impeller shall be non -dogging
In design capable of handling at minimum a
4 inch solid. The Impeller shall be (aio@�
(vertex) type and be statically and dynamically
balanced.
WEAR RING: The pump Casing shall have at
minimum a Btinefl 2O0 CI wear ring. The
Impeller shall have a 400 Series stainless steel
wear ring with a minimum Brinell Hardness of
300.
PUMP CASING: The pump casing / volute shall
be of at minknum Class 40 cast iron having a
minimum Brinell Hardness of 220 and be free of
blowholes and other casting irregularities.. The
casing shall be of centeribte discharge.
SHAFT: The pump shaft shalt be one piece and
integral to the motor. The shaft shall be of at
minimum duplex stainless steel or 1045N
Carbon steel pmteded by a stainless steel shaft
sleeve having a maximum defiecsion of not
more than .002 Inches at the lower seal.
MEC*WWAL SEALS: The pump shaft w1l be
equipped with tandem double mechanical seals
each vAM its own independent sprmp. The upper
seal shd nm in an ad bath curtaining an
ecalogiealty safe of and be of high dworne steel
and carbon. The lower seal shall have both
faces of soon carbide
04t1r4tiS & FASTENERRS: All mating surfaces
nmp* g a watertight seal shall be machined
and =ad with BUNA-l+l o-rings. All external nuts
and bolts 3W be of at minimum Type 315
stakom sled
BEARNQS: The pump shaft shall rotate on
two ply sealed, shielded hearings
providing at minimum 40,000 Hrs.1340 bearing
life twougbaut the pump perfomrance range.
MOTS The motor shall be dry. Squirrel cage,
induction in design allowing at minimum 20
starts par hour_ The motor shag be designed for
cotdin ao[is duty operation insulated with Class F
fasuta*m rated for 155 Deg. C. The motor shall
be designed for operation in Class 1, DiVWon 1,
Group C & D Mnoq penes without modification.
The amtnrshall be protected against then"
damage thlalOh the use of temperature sensors
kttbedded In the ,Kft windings. The motor
shay be Mom protected from moisture damage
t1rour8h the use of moisture detectors mounted
in the stator housing and a seat leakage
detector in the seal chamber. These shall be
used tiadsoammeutihe pump In the event of
moisbrre krtrusion krto the pump or cable entry.
INSTALLATION: The pump(s) shall
atdemadraAy corned to a pemmnentty
nxuted discharge connection when lowered
into place. The guide system shall be either two
nab or cattier of at minimum Type 316 stainless
steel.

Water Pollution Control System
P. O. Box 813
Pinebluff, North Carolina 28373
7ELEP"ON&!lo-m �IK
OFFICE OF SY9TFU SUPEMNTENOENT FAX 919-281_2"7f
_r I 6��N: morwta2�n�I�.�
September 11, 1998
Mr. Ferrell Keough
State Engineering Review Group
N.C. Dept. of Environmental Health & Natural Resources
Division of Environmental
P.O. Box 27687
Raleigh, N.C. 27611
Dear Mr. Keough:
Re: Sewer Permit Application
Forest Creek Development, Sections 1A. 8,9,10, & 12
Town of Southern Pines
HUA No. SP9801
The Moore County Regional 1NWTP hereby agrees to conditionally accept up to 52,200 gallons
per day of wastewater from the above referenced protect in accordance with the request of fetter
of September 4, 1998 from Hobbs, Upchurch & Associates, P.A.
Upon completion of the referenced project, the applicant's engineer is to provide this office with
the following items:
I. Infiltration in gallons per day
2. Certification of completion as defined by N.C. Statutory Requirements #143-215.1:
Section 2-H.0200.
After Moore County has received a copy of the certification of completion, our office will provide
a final acceptance statement.
If you have any questions or comments concerning the reference, please do not hesitate to call
me at 910-281-3146.
Sincerely,
MOORE WATER AND SEWER AUTHORITY
CAP
Gary Frick
System Superintendent
PC: Mr, Jim Tarnow, P-E., Moore Water and Sewer Authority
Mr. David Harris. Executive Director, MOWASA
Mr. W. David McNeill, Jr., Moore County Manager
Mr. Aft Barnhardt, Acting Regional Supervisor, DEN:, Fayetteville, N.C.
Mr. Charles Heiser, P.E., Hobbs, Upchurch & Assoc., P.A.
Mr. Bobby Teague, Public Works Director, Southern. Pines, N.C.

Proposed Puma Station
Sections 1 through 12
Forest Creek Development
Southern Pines, NC
This proposed pump station is to replace the existing pump station at Section 5, that
handles flows from Sections 1 through 7. The existing pump station is referenced to as
item "1) Forest Creek" on the Table of Lift Stations, attached to the Town of Southern
Pines' letter dated March 20, 1996 — copy attached herein.
This proposed pump station is to then handle the flows from both the existing pump
station, plus from the new Sections 8 through 12.
Therefore, all remaining information in the Town's letter dated March 20, 1996 is still
valid now with the proposed pump station just replacing the existing pump station ( no
new additional pump stations).

x
70c.Ulz Oj- sL)ti tIE71z
140 MEMORIAL PARK COUHI
SOUTHERN PINES, NORTH CAROL-INA 28387
FAX [phone]
March 20, 1996
Michael D. Allen, Environmental Engineer
State Engineering Review Group, DEHNR
P.O. Box 29535
Raleigh, NC 27626-0535
Res Application No. W00012159
Forest Creek Development
Dear Mr. Allen:
In response to your Additional Information Request dated
March 14, 1996, I submit the followings
ITEM NO. 1: The 24,704 linear feet of 8-inch gravity sewer
as stated in the application is correct for all six sections
submitted. The 7400 linear feet referred to in your letter
is in Section 2 only. All 226 lots will be served in this
phase (Sections 2, 3, 4, 5, 6, and 7) of the development.
ITEM NO. 2: Information on a proposed telemetry system for
the lift station is attached. The Town of Southern Pines
currently has eight lift stations with receptacles for our
emergency generators. The addition of this one will make
nine. Our ten other lift stations do not have such a
receptacle. Electrical service for these lift stations is
divided between two substations and multiple feeder lines.
The Town has two emergency generators to serve the lift
stations that have receptacles. The evployee who receives
first call in emergencies lives less than five minutes from
the Public Works Complex. Six other employees are available
to operate the generators with response times from five to
thirty-five minutes.

r
Attached is a listing of all our lift stations including the
proposed one. The list gives the size of the station as
well as the approximate travel time from the Public Works
Complex. It also indicates if the station has a receptacle
for the emergency generators. A map showing the location of
the lift stations is also attached.
I trust that this information will satisfy your concerns.
If you have any further questions, please advise.
Sincerely,
B. B. Teague
Public Works Director
BBT/mb

TOWN OF SOUTHERN PINES
LIrT STATIONS
CAPACITY PUMP RATE TRAVEL
(GAL.) Gj?m TIME
1)
Forest Creek
2,800
120
15
min. Receptacle
2)
Pinecrest Sigh
2,300
260
10
min.
3)
Muster Branch
1,200
64
10
min. Receptacle
Office Park
4)
Pinehurst Avenue
1,300
5)
Commons Shopping
1,000
Center
6)
Hampton Inn
1,000
7)
700 Block S.Ridge
2,000
8)
Spring Rd. &
650
C. C. Circle
9)
Spring Rd.
1,250
S. Valley
10)
Bethesda i
1,250
Maples
11)
Bethesda 4
850
Ridgeviaw
12)
Neymouth Pine&
11000
13)
300 Block
850
Hanley Avenue
14)
Aro Corporation
11200
15)
Aiken Road
1,300
16)
Warrior Woods 144,000
17) Pao D&& i swoop& 650
18) Middleton Place 11200
19) Longleaf/Hunter Ct 840
50 10 min.
80 10 min.
80
10
min.
200
5
min.
50
10
min.
Receptacle
110
10
min.
Receptacle
145
10
min.
Receptacle
60
10
min.
Receptacle
200 15 min.
50 10 min.
100
13
min.
17
15
min.
Receptacle
900
15
min.
Smargency
Generator
50
10
min.
Receptacle
80
10
min.
25
12
min.
Receptacle

M
S73N1d
J%C'J- 3N 00(c3
4
Y �
s
_
31dVJ')D SMUOM 'wiShd
b
I �•, 8t
LI 6�

LaID-i -5 %il
HOBBS, UPCHURCH & ASSOCIATES, P.A.
Consuidng Engineers
P.O. BOX 1737, 290 S.W. BROAD STREET
SOUTHERN PINES, NC 28388
919-692-5616
***Four Hundred & No/100 Dollars
BRANCH BANKING A TRUST COMPANY
SOUTHERN PINES, NC 2087
8&12W591
DATE
09/08/98
18723
AMOUNT
****400.00
PAY
TO THE N.C. DENR
ORDER Division of Env. Management
OF H08B8, UPCHURCH t ASSOCIATES, P.A.
AUTHORIZED SIGNATURE

8 SECURITY FEATURES INCLUDED. DETAILS ON BACK. 0
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State 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
BOBBY TEAGUE
SOUTHERN PINES,FOREST CREEK
140 MEMORIAL PARK COURT
SOUTHERN PINES, NC 28387
Dear Permittee:
RECEii/ED
MAR 8 - 2000
FAYETTEVILLE
REG. OFMCE
February 28, 2000
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Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0015947
SOUTHERN PINES,FOREST CREEK
MOORE COUNTY
On January 08, 1999 the Division of Environmental Management issued you the subject permit. One of the
conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your permit
and is subject to enforcement action. If you have any questions, please contact consulting engineer for this
project, HOBBS UPCHURCH & ASSOC. at [phone]. If the facility has not been constructed, please
contact the Fayetteville Regional Office at [phone], so that they can update their records.
Thank you for your prompt attention to this matter.
Sincerely,
Kim H. Colson, P.E., upervisor
State Engineering Review Group
cc: Fayetteville Regional Office
File
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