WQ0017302_Application_19991123

}C K
State of North Carolina
Department of Environment RECEIVED
��
and Natural Resources VC
Division of Water Quality.
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
James R. Kirkpatrick
Post Office Box 5729
Pinehurst, North Carolina 28374
Dear Mr. Kirkpatrick:
DEC - 6 1999
FAYMEVILL2.-
REC;. CF F ICc
November 23, 1999
IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Applications No. WQ0017302
Aberdeen Business Park Phase H
Sewer -Private
Moore County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on November 22, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Mike Mortensen 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. Mike Mortensen at 919/733-5083 ext. 370. 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.
Sincer y,
. e_�
Mr. Kim H. Colson, T.P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
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

I.
At State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management 4�TRF
Non -Discharge Permit Application �'On,�'C
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS' 9e 1%
Ae
GENERAL INFORMATION: SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Tame-. 12 ILtrk�?a-h^tc.k
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
� a itt es R. k tA-- P z-IV-%
3. Mailing address: R O. F oK ST Z i
City: lei ✓t e h ur,s-JL State: XL L— Zip: Z S 7.7+
Telephone Number:
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.):
A 1-;,c A-e srt guS! {t�SS Pznk- ( Ph aSC 11 J
5. Application Date: 9- 9 - 99 6. Fee Submitted: $ -'lOb - Ob
6. County where project is located: AA o d r e
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEW
-2. Specify whether project is: _ new; X modification.
If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number W& OD! 73O Z. and the issue date
4. Specify whether the applicant is public or X private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. / oy % 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.: G o ~4 wr. 121 us i n C SS
Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels: NIA
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? WA
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:
FORM: GSPSA 02/95
Page 1 of 8

t 4
6. Volume of wastewater generated by this project: /a, S o gallons per day.
7. Explanation of how wastewater volume was determined:
C Z I 64Ftc.as'X Z0 Gt!�t>le yeey/6.f{6 ec X Z S
IV. DESIGN INFORMATION:
1. Brief project description: Z / 101 Sus 1►tass C>4 t.0 -P>1 v- G
2. Name of wastewater treatment facility receiving wastewater: M 0 w/A St-%
a. Facility Permit Number: 1.1 C. 59d 3 i'S O $
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
rN� flowN tTa.�n►tit sEwERs �..��•�*� PS�E'-► Ev4WriTEy /Lr+C
�.4.6. Ab�..t� Ta Ac..�t�tT Ty,E_ Ft�e�ti.l S G^�6w1l�4.'CED
c. Permit Number for sewers immediately downstream: t
d Pipe diameter of sewers immediately downstream:
�
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)
$
1'1li
Pvc.
10n
4:t�.
z.a
Z
-1.7-k
45
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?
5. Maximum length of sewer between manholes: 3 48 linear feet.
6. This sewer line segment occurs between manhole no.
l and manhole no. 2—
FORM: GSPSA 02/95 Page 2 of 8

7. Does the owner/operator have the ability to clean this length? _� 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. Sewers subject to existing or planned traffic bearing'loads? Yes No. If yes, what measures are being taken
to enable the sewers to withstand the loads?
�i�2,.I�.y�—►..I SEw�.¢. MAa�►4io�-C2� Goyt�s 4.wAo 2�.•^s M��s..r �7'�..•
�ac c-E6.p �1J S iZC►(rfrrc. r.�cd� W V► STA..apAitp S �7 EE ��ETa�
9. Outside drop manholes are provided where invert separations exceed: feet (provide for separations > or = 2.5')
10. Identify (by manhole number) those manholes that have drop connections: �A
11. Maximum allowable infiltration/exfiltration test rate: �. t GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a, b, or c below is no, explain
in an attachment ('Phis section must -be completed for all collection systems including force mains and pressures sewers):
a) 100 ft. horizontal separation from wells or other water supplies? Yes ' No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specified? ✓ Yes No
0 10 ft. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? kl Yes No
13. Are manholes subject to flooding? Yes ke' 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 the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: t4 /A.
- 15. Does this project involve any stream crossings? 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
0ber where stream crossings are located:
m
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 ngi be installed in WS-I atersheds. Are any of the subject wastewater collection systems located in a WS-1
watershed? Yes _ No.
FORM: GSPSA 02/95 Page 3 of 8

V . PUMP STATION INFORMATION
Pump Station No. or Name: F5 ?. (A separate page 4 of 8 should be submitted for each pump station)
Name of closest downslope surface waters: VAo¢.sE. C— a-"K
3. Classification of closest downslope surface waters: w S r (as established by the Environmental Management
Commission & specified on sheet 5 of 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. DOTE: Alternative power MUST be
addressed for every pump station in accordance with the above regulation. A&A c0uah-" tA o of %.- 05466
�►ES�L L-�E•.a6Za.ToQ. C35Kv..i - looKw� w��.�- pyt<, twaSTtsu.6p c►�
'5k-TE To SyPeS:K .
5. What size pumps are provided:(:7 • S K P� 4 GPM; and how many? 7-
6. What is the design total dynamic head? 125 4 • c feet
7 How many pumping cycles will occur at average daily flow? 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.
The following items are typically required in the design for pump stations. Check the appropriate blank to signify that
these items hay& h= provided in the design plans and specifications:
Alternate Power Source ✓
Wet Well Vented with Screen ✓
Fillets in Wet Well ✓
Check Valves and Gate Valves
Security Fencing ✓
Lockable Wet Well Cover ✓
Area Light ✓
110V Electrical Convenience Outlet ✓
Flood/Buoyancy Protection ✓
High Water Alarm (one choice may be specified)
✓ Audible and Visual Auto Dialer
9. Summary of FORCE MAIN or PRESSURE SEWER to be permitted, by diameter, length 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)
3
1`3
PVL
53c.
4 .V
2.04
Z.o4
3to
10. Are air release valvesp rovided at all high points along the force train (must be provided where the elevation difference
exceeds 10 feet)? ✓ Yes _ No
11. Is the pump station subject to flooding? _ Yes ZIo. If Yes, what measures are being taken to protect against flooding?
12. If subject to flooding, specify the 100-year flood elevation:
Feet MSL
13. Are there existing or planned pump stations downstream of this station? ✓ Yes No. If Yes, the en,ineer
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: GSPSA 02/95 Page 4 of 8

This form must be completed by the appropriate DEM regional office and included as a part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determined by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package, to submit this form, with items i through 7 completed, to
the appropriate Division of Environmental Management Regional Water Quality Supervisor (see page 8 of 8). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of these sewers and the downslope surface waters in which they will be located. Identify the closest downslope
surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
Applicant (specify name of the municipality, corporation, individual, etc.): JA.t-ACS . -2. • is %9,4 Pa-c �.+<..�►L
2. Name & complete address of engineering firm iJ Et_So C-o �..► Sy �T +�L-t 11.1c.. ,
/ 70 z.83 is
Telephone number. ( t o ) Z9 S - 1-7 o"3
3. Project name: E-sS pp ti�
4. Name of closest downslope surface waters: "0 2Src C t2.c--v--' 4G
5. County(ies) where sewers and surface waters are located: M o C>
6. Map name and date: LJ S Cm S G�yo0 Mop - so..rc t-�EP..t~► �i�1E5 Q.�P�R. ►c rut
7. NC Professional Engineer's Seal, Signature, and >;`\( II'lrj�� 99
CA%e 1f%
� 4 SEAL ; C
20208
TO: REGIONAL WATER QUALITY SUPERVISOR
01
.a SEAL ;
` 20245
//;yam «•.....•• k� .
/ L UPS
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment / ? X,
Name of surface waters: 7 7,°'.' 4-
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel
FORM: GSPSA 02/95 Page 5 of 8

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 the 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 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. 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 town 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: GSPSA 02/95 Page 6 of 8

R
Name and Complete Address of Engineering Firm: r e So h Gb n 5 Tl
City: A �C✓GI-CiCN
Telephone Number: ( 9 t v )
/ 70 Arm r7ev,S a
State: Zip
Z�5 --1-703
Professional Engineer's Certification:
I, Eric. lJe)sorl ) r , attest that this application for 4ant-3 ry Sew ew—
C lL+rim rm m 4v S et-V iG Q &t'vdeem tgUS/NtSS I'J v L
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:
CIUARO "too
!4 SEAL
Applicant's Certification: ~—
I, , attest that this application for 3E ZOEE N
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
ap on are not e�pleted and that if all required supporting information and attachments are not included, this application package
wffl be returned to me s incomplete. /
Signature
Date /D - 7 - 99
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER:
[phone]
FORM: GSPSA 02/95 Page 7 of 8

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (12/94)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [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
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greece
Washington
Hertford
Wayne
Hyde
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
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
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Wain
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret . Onslow
Columbus Pender
Duplin
FORM: GSPSA 02/95 Page 8 of 8

(5) Schedule of Nondischarze Fees:
ANNUAL ADMINISTERING
PERMIT APPLICATION
AND COMPLIANCE
PROCESSING FEE
MONITORING FEE
NEW TIMELY
APPLICATIONS/ RENEWALS
MODIFICATIONS/ WITHOUT
IN
CATEGORY LATF RENEWA.I..e MODIFICATIONS
STANDARD COMPLIANCE
> 1.000,000 GPD
Industrial S400. S300.
S1500. S1125.
Sewage/Cooling Water 400. 300.
1200. 900.
10,0001 - 1,000,000 GPD
Industrial 400. 250.
800. 600.
_ Sewage.'Cooling Water 400. 250.
600. 450.
1,001 - I0.000 GPD
Industrial 400. 200.
600. 450.
SewagelCooling Water 400. 200.
450. 300.
< ; =1000 GPD and
Single family dwelling 240. 120.
0 0
Residuals/Residues/
-
Compost < i = 300 acres 400. 250.
600. 450.
Residuals/Residues!
Compost > 300 acres 400. 250.
1000. 750.
Soils Remediation: nondedicated
(land application. storage
andior treatmett)• 400. 200.
0 0
Soils Remediation: dedicated
(land application, storage
and!or treatment) 400. 200.
300. 225.
Sewer extensions
(nondelegated) 400. .0
0 0
Sewer- extensions
(delegated to
municipalities) 200. 0
0 0
Closed -loop recycle or
evaporative system 400. 200.
300. 225.
(6) If the total payment for fees required for all permits under
G.S. 143-215.3(a)(1b) for any single
facility will exceed seventy-five hundred dollars (S7,500.00) per year, then the total for all these
fees will be reduced for this facility so that the total payment
is sevenry-five hundred dollars
(S7,500.00) per year.
(7 A portion of the pc^it application processing fees shown in the fee schedule in Subparasraph (5)
\'ORTH CAROLEVA ADMINISTRATAT CODE 03105193
Page 6

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