WQ0011078_Application_19950523

V- H
,Stale of North Carolina .
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
May 23, 1995
MR JAMES KIRKPATRICK
SECURITY MANAGMENT, INC.
PO BOX 5729
PINEHURST, NORTH CAROLINA 28374
Dear MR KIRKPATRICK:
IN IW; TA
IT
4 • •
ID_FE H N F=1
MAX 26 1"1
i:i L tr i� l'a
Subject: Application No.}-WQ0011078
Pinehurst Campground
Sewers -Private
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 23, 1995. 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 Michael Allen 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 Michael Allen at [phone] extension 547. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
lCaro yn McCaskill
Supervisor, State Engineering r
p g g Review Group
cc: Fayetteville Regional Office
Hobbs Upchurch & Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

B
MEMO TO: State Review Group
FROM: Ricky Revels
Environmental TechrAcian IV
SUBJECT: Procedure Four (4)
WQ0011078
Pinehurst Campground
Sewer Extension - Private
Village of Pinehurst
Moore County
Division of Environmental
Management
Fayetteville Regional
Office
6O795
Date
State Review Group Review
Engineer Michael Allen
Regional Office
Contact Ricky Revels
1) Name of wastewater treatment plant to receive the wastewater:
Moore County Regional Wastewater Treatment Plant
2) WWTP design capacity 6_7 MGD
3) NPDES Permit No.: NC0037508 Expiration Date: 4130197
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning 5 94
(See attached self -monitoring data)
5) Quantity and type of wastewater from proposed sewers:
15,120 GPD
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP 1,272,972 GPD
7) Regional Recommendations: Approval X Denial
RR/rr
Enclosure
FK10

KrXGG/MP
�
.
.
/
COMPLIANC&EVALOATION
ANALY%I% REPORT
PAGE i
PERMIT--NC003758G
FIPE--00i
REPORT
PERIOD;
9405-9504
LOC--- E
WILITY--MGGRE
COUNTY WWTP
DE%TOH FLOW--
6.7003
CLAS%--4
OCATION--CARTHACE
REGION/CGUNTY--06
MOORE
50050
0000
80530
00610
31616
50060
00300 T&F&B
ONTH
Q/MGD
BUD RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DS CERI7DPF
IMIT F
6.7000
F 22.06 F
30.0
i7.00
F 200.0
NOL
NSL HOL
4/05
3.8903
4.46
9.i
.30
45.9
.033
7.39
4/06
4.0466
3.83
4.4
.35
32.2
4/07
4.4064
3.ii
4.6
.iO
35.6
34.600
8.44
4/08
4.2451
3.53
5.4
.i0
23.2
7.%6
4/O9
4.8790
4.G}
7.8
.io
iO4.i
142.272
8.05 3
Vio
!MIT F
4/11
4.2322
6.7000
4.&466
6.13
F 36.00 F
6.12
9.2
30.0
i0.v
.V
KGL
.io
FT.4
F 202.0
66.S
160.42E
NGL F
8.57 �
j.0O NDL
4.'|2
lky� F
5''6i
4.0516
6.7000
4.W67
6.13
F 30.02
7.21
12.3
3O.0
8.7
.15
NGL
.23
F 200.0
9.4
NDL
236.500
KSL 43�
9.46
5/02
4.&P64
5.71
9.0
.�0
27.5
71.o0s
5/03
5.070
7.36
G.5
.io
22.5
60.669
9.59 i
WIT F
6.7000
F 22.00 F
30.0
i7.00
F 200.0
NGL
NGL KT
5/04
4.3933
5.35
4.3
.2i
33.9
W.578
9.0�
NERAIE
4.3881
5.32
7.7
.16
45.2
i0G.631
S.60 �
AXIMUM
8.5000
17.68
i9.6
5.70
i5000.8
i606.000
i3.5O 3
INIMUM
2.8008
2.08
i.4
.i0
2.0
.030
4.50 �
AIT
MGD
MG/L
MG/L
W/L
4060ML
UG/L
MG/L PA%%/FAI

�KEX8G/Hp
.
.
06/07/9�
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE I
PERMIT--NC0037508
PIPE--00i
REPORT
PERIW
9405-9504
LOC---
E
APILITY--MOGRE
COUNTY
WWTP
DESIGN FLOW--
6.7090
.GCATION--CARTHAGE
REGION/COUNTY--06
MOORE
0000
00408
00600
00665
00720
0027
OiO34
Oi�42
iONTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
CADMIUM
CHROMIUM
COPPER
1MIT
NOL
9.0
6.0
NOL
101!..
NOL
NGL
NGL
14/05
19.76
8.0-7.4
17.500
2.5000
.0000
.0000
.0000
.O00O
4/06
23.27
8.5-7.5
i9.080
2.2000
.0000
.0000
.0000
4/07
24.50
8.0-7.2
i5.400
2.2800
.0000
.0000
.0000
4/06
24.86
8.0-7.5
i6.900
2.0000
.0000
.0000
0000
4/09
23.6i
7.7-7.3
i5.700
i.5400
.0000
.0000
.0000
\5.O0O0
,4/10
2i.26
E.4-7.3
K.808
2.0000
.0000
.0000
.0000
IMIT
NOL
9.0
6.0
NOL
NOL
NOL
NOL
NgL
14/ii
20.63
8.1-7.2
I0.600
2.6000
14/i2
i8.00
7.7-7.i
13.600
2.2800
.O000
ii.5000
IHIT
NOL
9.0
6.0
KGL
NOL
NGL
NOL
ND;
K�L
15/0i
15.16
8.1-7.5
i7.600
2.1000
.O000
ii.5�00
5/02
i4.iO
7.8-7.i
20.700
2.2008
.0000
i3.O�0O
5/03
16.52
7.4-7.4
i9.600
1.6500
.8000
\O.00O0
IMIT
N6L
9.06.0
NOL
NOL
NOL
NOL
NOL
NOL
5/04
i8.73
7.8-7.3
i5.400
2.3000
.0000
8.000�
/VERAGE
20.03
------
i7.316
2.1241
.6000
.0000
.0000
i0.2083
�AXIMUM
27.00
8.500
20.700
2.6000
INIMUM
12.00
7.iO0
13.600
1.5409
_------
4.020O
'HIT
DEG.0
%U
MG/L
MB/L
UA/L
UG/L
UC/L
UG/L

KEX88/MP
06/07/95
^ . .
/
COMPL.IANCE-EVALt]ATIOH
ANALYSIS
REPORT
PACE �
PERMIT--NC0037508
PIPE--OOi
REPORT
PERIOD`
9405-9584 LOC--- E
WILITY--MGGRE COUNTY
WWTP
DESIGN FLOW--
6.7000 CLASS-4
OCATION--CARTHAGE
REGION/COUNTY--06
MOORE
0i05i
01067
Oi077
0iO92
OH47
0900
ONTH LEAD
NICKEL
SILVER
ZINC
SELENIUM
MERCURY
IMIT NOL
NOL
NOL
NGL
NOL
4/05 .0000
.0000
5.5000
13.5000
.8000
.O000
4/06 .0000
.0000
6.5000
i9.5000
.0000
.000O
4/07 .0000
.0000
.8000
i5.5006
.0006
.0O00
4/08 .0000
.0000
.0000
20.5000
.0000
.8000
4/09 .8000
.0000
.0000
29.5000
.0000
.O000
1/10 .0000
.0000
.0000
30.0000
.0000
.000�
!MIT NOL
NOL
NOL
NOL
NOL
4/1i
.0000
44.5000
402
2i.0�0O
3�.00OO
lMIT NGL
NOL
NOL
NOL
NOL
5/Oi
.0�0O
i6.5000
5/02
3S.5000
3i.5000^
5/03
3.3333
23.000O
[HIT NGL
HOL
KOL
NOL
NGL
�/O4
.GO0O
/ERACE .0000
.0000
6.2361
25.7727
.0000
.00O0
AXIMUM '------ --------
62.0600
47.0000
[NIMUM _---_-_ -----___
i5.0000
i2.0000
0I7 UC/L
UG/L
UG/L
UC/L
UC/L
UG/L

REUMVED�
MAY PIO 1995 '
ENV. MANAGEMENT
FAYEIIEVILLE REG. OFFICE)
State of North Carolina,
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(IMS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, Or other): Security Management, Inc.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): James F. Kirkpatrick, President
3. Mailing Address: P.O. Box 5729
City: Pinehurst State: NC Zip: 28374
Telephone No.: 91( 0 ) 215-0616
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Utility Improvements to Serve Pinehurst C mgground
5. Application Date: May 12, 1995 6. Fee Submitted: $ 400.00'
7. County where project is located: Moore
II. PERMIT INFORMATION: 7._
L Permit No. (will be completed by DEM): 1,tA 00 U 0-7 S/
2. Specify whether project is: X new; renewal*; modification.
*.If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or X private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
- PAGE 2.(4/91) . ' '
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Cam round
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None
4. If wastewater is not domestic in nature, what level of pretreatment has beeq provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project:
15,120
6. Explanation of how wastewater volume was determined:
126 Camp Site Hookups at 120 gpd Each
IV. DESIGN INFORMATION:
gallons per day
1. Brief project description: Project consists of providing water and sanitary
sewer -service to 126 existing camp sites.
2. Name of wastewater treatment facility receiving wastewater. Moore Water Pollution
Control Facility
a. Facility permit no.: NPDES No. NC 0037508
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: As per statements in the 201 Facilities Plan
to update MOWASA's Engineer has verified that the downstream
sewers can adequately accept the proposed flow.
2of6
M

. GRAVITY SEWER EXTENSION
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.
(In.)
8"
Length Pipe C or N Min. Max.
(Lin. Ft) Material Factor Slope % Slope %
279 PVC .011 0.40 5.77
3116 DIP .014 0.40 0.40
Minimum
Velocity (fps)
2.58
2.03
Max.
Vel.(fps)
9.81
Minimum
Cover (in)
36��
15"
2.03
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?
None
5. Maximum sewer reach length between manholes: 359 linear feet.
6. This sewer line segment occurs between manhole no. 4 and manhole no. 5
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 concrete manholes with 36" minimum cover, heavy-duty
riny and covers
9. Outside drop manholes are provided where invert separations exceed: 2.0 feet.
10. Identify (by manhole number) those manholes that have drop connections: None
3of6

11.
12.
GRAVITY SEWER EXTENSION - -
PAGE 4 (4/91),
Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 100 GPD/ pipe dia. in./ mile.
Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? -L Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe X Yes —No
sanitary sewer specified?
c) 10 ft horizontal separation from water mains or 18 in. vertical X
separation (water over sewer) or ferrous pipe specified? _Yes _ No
13. Are manholes subject to flooding?
14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(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):
16
17.
91
C.
A
e.
Identify (by manhole number) those manholes that are vented: None
_Yes x No
-Yes —No
_Yes _ No
Does this project involve X any stream crossings? — yes no. If yes, what precautions
special features have been utilized to ensure protection of the sewer line and not
or
or spot stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF E IT
THE APPLICABLE ARE INCLUDED WITH THESUBMITTAL
Required Items
One original and three copies of the completed and appropriately executed application form -
Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet
of the of the existing permit if a rrs and the first enewal ore of the specifications must
must be
signed and sealed. Three cop
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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 the
pro ectvolume of
letter must be provided from the owner/authority of the WWTF specifying
theflow 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.
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. 4 of 6

1---M00TE ' VVaEET. & --SEWET ogutfiozify
Water Pollution Control System
P. O. Box 813
Pinebluff, North Carolina 28373
OFFICE OF SYSTEM SUPERINTENDENT
►4 198
�o �
MAY 16, 1995 p1'tQpuN<l
TELEPHONE: [phone]
,-. R"'CE SAX: 910-281-2047
E Ra" b
'8 AY 17 1995
m,. MA'AdWENTV
Ms. Carolyn McCaskill, Supervisor fAVVIRILLE RE0, OFFICE)
State Engineering Review Group
N.C. Dept. of Environmental Health & Natural Resources
Division of Environmental Management
P.O. Box. 27687
Raleigh,N.C. 27611
Re: Utility Improvements to Serve Pinehurst Campground
Pinehurst, N.C.
HUA No. PH9511.P
Dear Ms. McCaskill:
The Moore County Regional WWTP hereby agrees to conditionally accept up
to 15.120 gallons per day of wastewater from the referenced project in
accordance with request of May 10, 1995 by Hobbs, Upchurch & Assoc.,
P.A.
Upon completion of the referenced project, the applicant's engineer
is to provide this office with the followina_ items:
1. Infiltration in aallons per day.
2. Certification of completion as defined by N.C.
Statutory Requirements #143-215.1; Section 2-H.0220.
3. Complete set of As -Built drawings as approved by Engineer_.
4. All shop drawings/ 0 & M Manuals. Diagrams, Illustrations,
schedule & brochure which illustrate how specific portions
were fabricated and installed.
After Moore County has received a copy of the certification of
completion, our office will provide a final acceptance statement.
incerely
Vary A. Frick
System Superintendent
emb
pc: Mr. Jim Tarnow, P.E.. Hoore Water and Sewer Authority
Pir. Mitch Coleman. Exec:. Director. Hoore Water and Sewer Authority
Mr. W. David HcNeill. Jr. Moore County Hanager
Mr. Chuck Cowherd. Hobbs. Upchurch & Assoc. P.A.
Mr. James Kirkpatrick, Security Management, OWNER
.111r-- Kerr T. Stevens. Dept. of FHNR. Fayetteville