WQ0014599_Application_19971031

State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge Branch
Non-Dishcharge Permitting Unit
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
AT4
moo^
C)EHNF=1
October 31, 1997
MR. DAVID M. HARRISON
MOORE CO WATER & SEWER AUTHORITY
PO BOX 1927
CARTHAGE, NORTH CAROLINA 28327
Subject: Application No. WQ0014599
Spring Lake Hill
Sewers -Public
Moore County
Dear MR. HARRISON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 24, 1997. This application has been assigned the number listed
above.
Your project has been assigned to Farrell Keough 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 Farrell Keough at [phone] extension 510. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
cc: Fayetteville Regional Office
Robinson Engineering
Sincerely,
Kim olso , P.E.
Supervisor, Non -Discharge Branch Permitting Unit
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

MEMO TO: State Review Group
FROM: Ricky Revels n •
Environmental Techian IV
SUBJECT: Procedure Four (4)
WQ0014599 (* See note)
Spring Lake Hill
Sewer Extension - Public
Village of Pinehurst
Moore County
Division of Water
Quality
Fayetteville Regional
Office
11105197
Date
State Review Group Review
Engineer Farrell Keough
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: 4 30 97
4) Compliance Information:
Present treatment plant performance //
for previous 12 months - beginning 10 96 V-(rolling average)
(See attached self -monitoring data) 1/96 (calendar year) - 0K<i�;)
5) Quantity and type of wastewater from proposed sewers:
*5,760 GPD
domestic 1007. ; industrial ; other
6) Volume from previously approved projects not yet tributary to
WWTP GPD
7) Regional Recommendations: Approval X Denial
Regional office request that since this is a regional WWTP that all
future P-4 permits and "as build" certifications identify the appropriate
collection system associated! ( Examples - town,city,village,communities, or
areas of county at large)
RR/rr
Enclosure

KEX88/MP
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/05/97
COMPLIANCE EVALUATION ANALYSIS
REPORT
PAGE i
PERMIT--NC0037508
PIPE--00i
REPORT
PERIOD,
9610-9709
LOC
--- E
ACILITY--MOORE
CO
WWTP
DESIGN FLOW--
6.7000
CLASS --A
OCATION--CARTHAGE
REGION/COUNTY--06
MOORE
50050
003i0
00530
006%
3i6i6
50060
00300
TGP3B
ONTH
Q/MGD
BOD
RE%/T%%
NH3+NH4-
FEC COLI
CHLORINE
DO
CERI7DPF
!MIT F
6.7000 F
22.00
F 30.0
17.08
F 200.8
NOL
NOL
6/i0
4.8580
4.23
7.9
.i0
22.8
281.739
8.78
IMIT F
6.7000 F
30.00
F 30.0
NOL
F 200.8
NOL
NOL
NOL
6/11
3.9166
3.86
5.1
.i0
21.5
180.000
9.33
6/12
4.4161
3.21
4.8
.12
6.7
264.210
9.76
i
7/0i
4.6645
4.21
3.5
.27
14.1
i85.238
9.83
7/02
4.7321
3.93
4.3
.%
14.7
102.500
10.36
7/03
4.874i
3.27
5.0
.i0
27.2
142.250
9.86
.1
!MIT F
6.7000 F
22.00
F 30.0
i7.00
F 200.0
NOL
NOL
NOL
7/04
4.7633
3.60
6.1
.i0
i5.8
181.8i8
9.17
7/05
4.8483
2.59
4.6
.i0
i3.3
ii7.6i9
9.07
7/06
4.8233
2.26
2.7
.i0
17.9
98.095
8.94
i
//07
5.2935
2.51
4.9
.i8
22.5
i22.272
8.59
//08
5.i387
2.50
4.2
.i0
12.3
143.333
8.42
1/09
4.8533
2.68
6.4
.i0
i7.i
131.904
8.6i
i
/ERAW
4.7651
3.23
4.8
.ii
17.1
149.248
9.22
i
1XIMUM
8.4000
9.28
22.2
2.04
250.0
600.080
12.20
i
WIMUM
2.3000
2.00
2.0
.i0
1.0
30.000
5.70
i
11T
MGD
MG/L
MG/L
MG/L
W00ML
UG/L
MG/L
PA%%/FAI

;KEX88/MP
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ii/05/97
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COMPLIANCE
EVALUATION
ANALYSIS REPORT
PAGE 2
PERMIT--NC0037508
PIPE--80i
REPORT
PERIOD,
9610-9709
LOC---
E
'ACILITY--MOORE
CO WWTP
DESIGN FLOW--
6.7000
CLASS --A
'OCATION--CARTHAGE
REGION/COUNTY--06
MOORE
0000
00400
00600
00665
00720
0042
0877
0092
iONTH
TEMP
PH
TOTAL N
PHO%-TOT
CYANIDE
COPPER
SILVER
ZINC
IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
16/10
22.00
7.6-7.0
16.700
2.2000
.0000
i0.0000
.0000
30.0000
IMIT
NOL
9.8 6.0
NOL
NOL
NOL
NOL
NOL
NOL
16/11
19.11
7.6-6.8
14.800
i.8880
.0000
7.8000
.0008
22.5000
602
16.52
7.7-7.1
14.790
2.1800
.0000
9.0000
.0000
27.0080
7/0i
15.23
8.i-7.0
i8.508
1.5500
.0000
7.5008
.0000
26.5080
7/02
i5.00
7.8-7.4
16.650
1.3800
.0000
8.5000
.0008
27.5000
7/03
17.i5
7.8-7.0
17.200
1.2800
.0000
8.5800
.0000
28.0000
IMIT
NOL
9.0 6.0
NOL
NOL
NOL
NOL
NOL
NOL
7/04
i8.45
7.9-7.3
16.900
1.4000
.0000
7.5000
.0000
26.5000
7/05
20.47
7.8-7.2
i4.900
2.0500
.0000
8.5000
.0000
2i.5000
7/06
22.71
7.7-7.3
ii.i00
2.7800
.0000
i0.0008
.0000
16.5000
7/87
25.22
7.8-7.5
16.500
1.8200
.0000
8.5800
.0000
i7.0000
7/88
25.38
7.8-7.4
20.400
2.5900
.0000
ii.0000
.0000
i5.0000
7/09
24.52
7.6-7.2
15.800
2.2600
.0000
9.5000
.8800
3i.0000
/ERAGE
20.04
i6.i20
i.9408
.0000
8.79i6
.0000
24.0833
AXIMUM
27.00
8.i00
20.400
2.7000
12.0000
34.0000
[NIMUM
14.08
6.808
ii.i00
i.28O0
6.0000
i2.0000
QT
DEG.0
%U
MG/L
MG/L
UG/L
UG/L
UG/L
UG/L

' - State of North Carolina
Department of Environment, Health sand Natural Resources
Division of Environmental Management
Non -Discharge Permit Application R E C E ►VIED �N
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINR DUAt-m `�
GRAVITY SEWER EXTENSION
OCT 2 4 10
I. GENERAL INFORMATION: Non-Discf+woe p motfna
1. Applicant's name (please specify the name of the municipality. corporation, individual. etc.):
Moore County Water and Sewer Authority
2. Print Owners or Signing Official's name and title (the person who is legally le fo�thh4cility compliance):
David M. Harris, Executive Director
3. Mailing address: Post Office Box 1927, 107 Monroe Street
City: Carthage State.• NC Zip: 28327
Telephone Number. ( 910 ) 9 4 7 — 6 315
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Spring Lake Hills
S. Application Date:
October 21, 1997
6. County where project is located: Moore County
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
6. Fee Submitted: $ 4 0 0.0 0
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number
and the issue date
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic/Commercial ; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision, hospital,
commercial, industrial, apartments, etc: Rental Units (Single Family 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 •
S. If a pretreatment pennit 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:
(-;'S' ORM: GSA 11/93 Page 1 of 6

t. 6. Volume of wastewater generated by this project:
5760
gins per day.
7. Explanation of how wastewater volume was determined: Used estimate of 240 gallons
per day, per dwelling unit from NCDEH&NR
IV. DESIGN INFORMATION:
1. Brief project description: The site is being developed as a 24 ( twenty four)
unit rental development with 12 (twelve) buildings
2. Name of wastewater treatment facility receiving wastewater. Moore County
a. Facility Permit Number:
NCO037508
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
Downstream sewers are capable of handling wastewater from site
based on estimated watershed
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 8
11
3. Summary of sewer pipe to be permitted, by diameter size and pipe material:
Diameter
(n)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Spey
Value
Minimum
Slope (%)
Maximum
Slope (96)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (m)
8"
1 928.5
PVC
0.013
0.41
7.58
2.22
10.9
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 feet
separation for slopes of 21% to 35%; 24 feet separation for slopes of 36% to 50%;16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes?
FORM-e = 11/93 Page 2 of 6

A
rw
5. Maximum sewer ieach length between manholes: 2 8 5. 3 linear feet.
6. This sewer line segment occur between manhole no. 1 and manhole no. 2
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer teach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X Yes No. If yes, what measures are being
taken to enable the sewers to withstand the bads?
Sufficient cover is provided over sewer line
9. Outside drop manholes are provided where invert separations exm& feet (provide for separations > or a 25)
10. Identify (by manhole number) those manholes that have drop connections:
11. Maximum allowable infiltration/exfiltration test rate: 100
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment;
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 sanitary sewer speed? X Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? -!—Yes ._jdo
13. Are manholes subject to flooding? Yes X No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans) Yes No; Or, are manholes watertight and vented 1
foot above the 100-year flood elevation ( should be shown on plans): Yes No
14. Identify (by manhole number) those manholes that are vented:
15. Does this project involve any stream crossings? Yes X No. If yes, what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe 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. Wastewater collection systems may ma be installed in WS-I watersheds. Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, X No.
FORM: GSA 11/9.
Page 3 of 6

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Req&dred Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of derailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans mast
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. 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.
d. 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.
e. 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 area are
covered under an existing franchise.
L A properly executed Operational Agreement (original and one copy - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents, a homeowners association, or a developer.
g. 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.
h. 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: GSA 11/93 1'','' Page 4. of 6

16
Name and Complete Address of Engineering Fum: Robinson Engineering
4
162 Waccamaw Road
City: Carthage State: NC Zip: 28327
Telephone Number: ( )
Professional Engineer's Certification:
1, Joseph M. Robinson, Jr. 9 attest that this application for Spring Lake Hills
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:
••.•` OAR O��A,'�.,�
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Applicant's Certification:
I, Joseph M. Robinson, Jr. , attest that this application for Robinson Engineering
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pare of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature 1M ,j�_ Date / o — Z Z — ' '
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 2953S
RALEIGH, NORTH CAROLINA 27626-OS3S
TELEPHONE NUMBER: (919) 733-SO83
S of 6 FORM: GSA 11/93 ;'�•.